Global warming and forensic engineering investigation

Subtitle: Climate change for intelligent people

(Following is a guest-blog by Gary Bartlett, P.Eng. on global warming.  I’ve added a few introductory remarks relating Gary’s concerns about what is being reported in the popular media to forensic engineering investigation)

Introductory remarks: Global warming and forensic engineering 

A forensic engineering investigation of whether or not global warming is taking place might resolve the matter once and for all.

The scientific method underlies both the forensic engineering investigative process and the scientific investigative process.  A difference is that the results of a forensic investigation are closely examined in a court of law and rejected if found wanting.  On the other hand, the results of a scientific investigation, as sometimes reported, might not have received the same kind of exacting scrutiny.

This is particularly the case if the ‘scientific’ investigation is more in the nature of junk science serving the interests of the reporter rather than science.  Or the results of the science are modified to reflect the personal interests of the scientist or his/her employer.  Or simplied by the media with their sometimes questionable motives.

Articles in the Globe and Mail, Saturday, February 23, 2013, are relevant.  The one by Elizabeth Renzetti on the muzzling of government scientists, page A2.  A second by Margaret Wente on the questionable effect of global warming on the polar bear population, page F2.

Forensic engineering investigation must collect evidence – and follow the evidence where it leads, in resolving an issue objectively and with certainty.  The opInion of a forensic engineer is judged in a court of law for its objectivity.  The certainty with which the opinion is held is also solicited of the forensic engineer in assigning weight to the engineer’s results and opinion.

In a forensic engineering investigation, we form a hypothesis based on what we know, develop and carry out tests of the hypothesis, and, based on the results, confirm, modify, or refute the hypothesis (Ref. 1, 2, 3, and 4).  We carry out more tests of a modified or a new hypothesis.  An exhaustive implementation of that process solves the problem in most cases, if it can be solved, and enables an objective opinion to be rendered with considerable certainty.

G. Dedrick Robinson and Gene D. Robinson III don’t seem to believe that process has been followed to completion yet in an evaluation of the fact or otherwise of global warming.  For example, they believe that evidence such as the history of the earth has not been considered properly in an investigation of global warming.  They state their views in their book, “Global warming: Alarmists, Skeptics, and Deniers; A geoscientist looks at the science of climate change“.

If this is true – that the scientific method has not been rigorously followed in evaluating the fact or otherwise of global warming, it’s a serious omission.  The evaluation would not stand up to the most gentle of cross examinations in a court of law never mind the aggressive examination to which the results of a forensic engineering investigation are sometimes subjected.

What have Robinson and Robinson found in their look at the science of climate change that would not be tolerated in a forensice engineering investigtion?  Some of their findings are reviewed below in a guest-blog.

References

  1. American Society of Civil Engineers (ASCE), Guidelines for Failure Investigation 1989
  2. ASCE Guidelines for Forensic Engineering Practice 2003
  3. Steps in the forensic engineering investigative process.  Posted October 26, 2012
  4. What is forensic engineering?, published, November 20, 2012

(The following guest-blog of a recently published book on global warming has been contributed to The Forensic Engineering Blog by Gary Bartlett, P.Eng**)

Guest-blog: Climate change for intelligent people

A)     INTRODUCTION

I think that most of us understand that we need to be somewhat careful about believing everything that we hear and read.  Nonetheless, the media seem destined to accept verbatim the pronouncements of those with vested interests in perpetuating myths about the climate with little or no attempt being made to validate what they are told.  The result is a never-ending stream of terrifying pronouncements worthy of Chicken Little based on no science or on junk-science or on deliberately manipulated statistics.  That kind of stuff can wear a person down and truly cause one to wonder if maybe *they* are correct.  Well I was getting nervous, in any case.

Herein is an attempt to dispel some of the myths regarding climate change.  It is based on a 2012 book entitled “Global Warming: Alarmists, Skeptics & Deniers; A Geoscientist looks at the Science of Climate Change” by G Dedrick Robinson and Gene D. Robinson III, available from http://www.amazon.com/Global-Warming-Alarmists-Geoscientist-ebook/dp/B0070YUCXE.

The major attributes of this book are:

a)      The authors do not enter any debate with those with other agendas, whether they be political or economic or media-driven.  This book is a discussion of science as it impacts the climate of Earth, no more and no less;  and

b)      Conclusions reached in this book are based on scientific fact, historical data;, measurable trends, and peer-reviewed information.

B) PURPOSE

My purpose in summarizing the major facts contained in the reference is simply to encourage others to maintain a certain amount of cynicism when reading information found in the media on the whole topic of global warming.  If what one reads is not, or it cannot be, supported by science, then it’s best to move on.

C) BOOK’S MAJOR POINTS

Here is my attempt to provide a précis of the major conclusions – all fully supported in the book to which I have referenced – which should cause most people to take and maintain an open mind whenever they hear prognostications on the topic of global warming.  Readers owe it to themselves to obtain the book and read the detail to substantiate my summary.

1)      OMG, we are in a period of climate change!  Guess what: there has never been a steady state in climate since as far back as science has been able to infer temperatures.  By no means can current changes in temperature be described as even slightly unique or unusual.  Ignore the term entirely when heard used with the adjective *alarming*.

The more that one drills down into the details of planet temperature variations, the more that temperature variation profile begins to resemble a fractal.  Trying to forecast the future based on the nano-dimensioned period of, say, 50 years of temperature records is roughly equivalent to trying to estimate the shape of Halifax Bedford Basin from close examination of a foot-wide section of beach at the foot of the Dingle Monument a few miles away.   At high tide.

2)      The Greenhouse effect will kill us?  Yes, there is a greenhouse effect.  It has been known about for centuries.   Unfortunately one hears the term in a negative sense, but it is exactly the opposite.  Without the greenhouse effect (it prevents solar heat from escaping back into space), this planet Earth would be entirely frozen and life would have never developed.  The major controlling criterion (95%) that governs the extent of the greenhouse effect is water vapour, not carbon dioxide.  Doubling the current amount of carbon dioxide is equivalent to less than a 2% change in the amount of water vapour.

3)      Carbon dioxide is a pollutant?  That’s a strange way to view the product that all human life produces with every exhalation.  It is even tougher to accept that negative connotation when carbon dioxide is of absolute fundamental criticality to photosynthesis.  Plants demonstrate proportionally better results in an enriched carbon dioxide environment.  While carbon dioxide may be increasing in the atmosphere (although blaming that rise on humans is grossly unfair), current carbon dioxide levels are roughly 1/10 of what they have been for most of the history of the planet.

4)      Huge amounts of carbon dioxide are released from the burning of fossil fuels Well, huge is a relative term, but fossil fuels as a carbon sink amount to a total 4,000 GigaTons whereas limestone as a carbon sink is estimated at 100,000,000 GigaTons.  Carbon that enters the atmosphere from natural sources such as animal respiration and from the weathering of limestone greatly exceeds anything that humans are doing.  One needs to study the system which processes and then circulates carbon dioxide around the planet (it is a closed system with a turn-around time measured in years!) to provide a better feel for how much guilt is really appropriate for you to feel after committing the sin of using the remote control to start the car and letting it warm up at idle on a winter morning.

5)      Earth’s temperatures are being driven up by increases in carbon dioxide That would indeed be unique since well-established history over millions of years shows that temperature increases (periods of global warming) were followed by increased levels of carbon dioxide, not the other way around.  In the current scary environment, cause and effect are mistakenly being employed backwards.

6)      Global temperatures are rising?  Not for the past 17 years.  See  http://www.thegwpf.org/ipcc-head-pachauri-acknowledges-global-warming-standstill/.

7)      Computer models are the answer?  No, computer models are not (yet, if ever) the answer.  The planet is a huge system which defies modelling to the degree at which confident predictions are credible.  Most forecasts of impending climate horror are coming, not from a scientific analysis of historical facts, but are generated by  inadequate models which suffer from many unknowns when they try to manipulate the data and peer into the future.  Some of the unknowns in their algorithms are very critical in determining the final outcome of a climate predictive computer run.  That is, a tiny change in the estimate of any one constant in the algorithm can cause huge variations in the resulting conclusions.  The track record of general circulation model predictions of the past give no cause for confidence in their ability to predict the future, yet they are being heavily relied upon in the popular press (while more meaningful geophysical history is ignored),

8)      Data and graphs tell the story, right?  No, that’s not right.  It is appallingly easy to manipulate data to support a forgone preferred conclusion by taking it out of context, or by playing with X- and Y-axis scaling, etc, just to identify too common distortions.  Numerous well-known public presentations show conclusions that are not peer-reviewed and are not true except in the sense that they have been carefully selected and/or carefully presented or are specifically defined in words intended to deceive — all so as to support the position the presenter has espoused.  Run, if anyone uses the word “correlation”.  Here we need the rigour of science from respected sources.

9)      Ice; Two problems:

  1. All the ice in the world is melting?  Everyone talks about the melting of all the Arctic ice to the north of Canada as if that were the end of the story; no-one talks about an off-setting gain in ice near the south pole; and
  2. We shall die from rising sea levels? The sea level is rising already and has been for 18,000 years.  The rise has been three-hundred and fifty feet so far over that period, and the world and the planet are coping.  If all the ice in the Arctic were to melt and add to the oceans, the rise would be not be very exciting because most of the northern ice fields are already floating on water.  If the Arctic ice were to melt, the oceans do not rise any more than does the water in a glass of sarsaparilla after the ice-cube melts. [The opposite is true of Antarctica but the ice pack is building there]

D) GRATITUTOUS ADDITIONAL COMMENTS

The writers of the book from which I have been so freely cribbing, did not say any of the following things.  They are mine.  They are based on the qualifications that I claim below (which when added up amount to nearly zero):

  1. Sun spots: Historical geophysical data would suggest that the climate (temperature) of the planet is greatly affected by sun spots.  Current data suggest that the planet could be entering into a period of back-to-back low 11-year sunspot cycle periods similar to what is known as the Maunder Minimum which had been observed centuries before.  Since good High Frequency communications propagation is directly proportional to the number of sunspots, this tentatively predicted period represents a prolonged bad-news situation for the amateur radio operator.    It may also be bad news for the planet since global temperature can be shown as being related to the quantity, location, and characteristics of sun spots.
  2. The Maunder Minimum:  The many scientists among amateur radio operators who specialize in propagation prediction have access to all known recorded history of sun spot numbers which they analyze for recognizable repetitive patterns.  Others plot the data against the planet’s temperature, and if history repeats itself as perceived from these patterns in these consolidated plots, there is a case to be made that the next equivalent to the Maunder Minimum will result in less heat reaching earth from the sun.  Because of fewer sunspots (which are hotter than the normal sun’s surface temperature), that will see the planet grow colder to the point that the earth could enter a mini ice-age.   Freezing to death with no one to talk to is an unpleasant thought.
  3. History   A big contributor to the problem associated with current reactions to “global warming” is that people do not read history.  Big storms are nothing new.  A hurricane in Newfoundland in 1775 killed four-thousand (4,000) people.  It made Hurricane Sandy look like child’s play. The term “monster” does not truly apply to Sandy when considered against previous storms.
  4. Complicity People do not want to admit their own contribution to the catastrophic destruction that follows relatively common weather events.  The severe damage from Hurricane Sandy was caused by bad human decisions when the consequences were easily predictable.  Channels to incoming seawater waterways had been narrowed, thereby exacerbating tidal surges;  private residents happily built things on known flood plains;  condos and apartment buildings and businesses installed emergency generators and their control panels  in their basements.  And so it goes.

**Author’s Apology

**Gary Bartlett, P.Eng. is not a geoscientist, astrophysicist, meteorologist, nor does he know anything about those hard topics.  The closest he can come to claiming smarts in those areas is that he knows a guy – a long-time friend, who specialized for years in consulting geotechnical and environmental engineering, and now practices forensic engineering (Eric E. Jorden, M.Sc., P.Eng.).  Oh, but Gary has faithfully watched professional weathermen Monty, Rube, Peter and Kailin on CBC-TV.

Gary Bartlett, on the other hand, does recognize well-written material with a thorough bibliography from respected sources, he does understand the significance of terms such as “peer-reviewed”, and he does value the demonstration of the proper scientific method as taught by UNB BScEE 1962-67.  [His essential cynicism can be traced to a career spent exclusively in the aerospace industry, but that’s a different topic]

He really, really hopes that readers of this blog will buy the referenced book (see more about the author in the attached, below) to find out all the other encouraging fact-based peer-reviewed science that is collected there.  And it’s an easy read, too.  To top it off, Gene Robinson is personable and cooperative, too.  To my surprise, he responded quickly to my request that he review the above précis of his book for accuracy, and his reply caused me to repair a couple of incorrect statements, and allowed me to  strengthen others.  I release it with confidence.

Attachment:

From FORBES

http://www.forbes.com/sites/sap/2013/02/08/the-world-in-2033-big-thinkers-and-futurists-share-their-thoughts/.

The World In 2033: Big Thinkers And Futurists Share Their Thoughts

On Global Warming: Gene Robinson

“Twenty years ago, alarmists were already predicting calamitous effects in the near future from a warming planet due mainly to petroleum and coal combustion. The 1990 best-seller Dead Heat painted a nightmarish picture of our world in 2020-2030 when the temperature would average six or seven degrees greater. The first IPCC reports of 1990 and 1995 supported such scary scenarios, giving them an aura of scientific respectability. What actually happened is that the mean global temperature since 1993 increased about 0.2 degree C through 2012 with most of that occurring in the record year of 1998, at the peak of a thirty-year warming trend. Since then, the global temperature has plateaued with no clear trend up or down. Because the flattening is at the high point of a warming trend, each year has to be among the warmest recorded years, as the media tirelessly trumpets. What a convenient way to mask the fact that although CO2 has continued to increase, temperature has not, in spite of the computer models.

What, then, can we project for global warming in 2033? Instead of the abrupt warming that alarmists always say is about to start, my rather cloudy crystal ball says global temperature is more likely to continue showing no clear trend or to be at the beginning of a cooling trend. Alarmists will continue to blame every severe weather event on climate change and to oppose all energy projects except solar and wind. All studies supporting the alarmist view will continue to be publicized in the liberal media while all studies reaching conclusions in opposition will be ignored. Liberal politicians will still support schemes to tax carbon by trying to scare people of what will happen without them, even as the skepticism of ordinary people continues to increase. Grants will still be doled out to scientists whose previous results supported the politically correct view while proposals from skeptics go unfunded. In short, just as little has changed with regard to the politicizing of the global warming theory in the last twenty years, little is likely to change in the next twenty.”

Dr. Gene D. Robinson is Professor Emeritus at James Madison University in Virginia and author of Global Warming: Alarmists, Skeptics & Deniers – A Geoscientist Looks at the Science of Climate Change, available at Amazon and most book stores. He is also the publisher at Moonshine Cove Publishing, LLC.

 

Update: The role of a professional engineer in Counsel’s decision to take a case

Subtitled: Counsel, what part of “No” can’t you pronounce? 

(This is an update of an item posted in 2012 – see Ref. 2, as part of a series on the role of a professional engineer assisting counsel in civil litigation – see Bibliography below

We all must decline a case sometime, in engineering and in law, in the best interests of the injured party and ourselves.  We don’t always do that – say “No” when it’s in order.

For certain, we would decline because we believe the party doesn’t have a case, or we don’t have time to handle.

But, we must also decline because the problem is outside our area of expertise.  Or we don’t have sufficient expertise yet in an area we would like to practise.  Including the expertise to project manager the case that would be argued by more experienced counsel or professional engineers. 

I am investigating three failures and accidents now that were referred to me by two well experienced professional engineering colleagues who felt, on being contacted by counsel, that the problem was outside their area of expertise.  They were correct in this regard and it was professional of them to recommend another.

I do not take cases where the failure or problem appears to involve mechanical or electrical engineering.  Nor cases where a traffic accident has occurred involving a collision between two or more vehicles.  I just don’t have qualifications or experience investigating and analysing the cause of these types of problems.  

However, I would take a case where the traffic accident involves a structure on or near the highway.  For example, the Rankin fatal motor vehicle accident that appeared to involve a pile of salt on the highway – a structure to an a engineer.  Or a fatal step ladder accident that appeared to involve a defect in the step ladder – also a structure to an engineer.  

I take cases that involve the failure of a structure or damage to a structure, particularly those cases involving the foundations, also cases involving environmental contamination, flooding, and drainage.  

It’s important when recommending another professional engineer or lawyer that you have specific knowledge or experience of the person being recommended in the area of expertise required.  Recommending someone carries considerable responsibility.  There are some individuals and organizations that don’t recommend people in the event the recommended person doesn’t work out.

I’ve worked on three cases where I wondered about the experience of counsel in civil litigation.  In two cases it seemed like open and shut cases for the plaintiffs but they lost.  In one of these, relevant engineering investigative data, that had been reported to the plaintiff, did not seem to get presented in a timely manner to the defense, as noted by the judge.  In a third case, the plaintiff was near the discovery stage when it was realized that relatively expensive engineering investigation was needed that couldn’t be justified by the possible award. 

We must say, “No”, when we are evaluating whether or not to take a case if it’s outside our area of expertise in law or engineering, and only recommend another lawyer or engineer if we have reliable knowledge of our colleague’s expertise. 

Original post

(I’ve made small changes to hopefully make it easier to read)

Civil litigation tentatively begins when counsel meets with a potential client.  The purpose is to gather information to help him or her assess the merits of the case and decide if he should take it.

A professional engineer could have a role in this meeting, or in consultation shortly afterwards.  This is particularly the case if the legal and technical issues are likely to be complex requiring extensive engineering investigation to support a reliable opinion.

Some cases shouldn’t go forward

I’ve seen cases that should never have gone forward.  Not because of a lack of technical merit but because of the client’s limited financial resources to bear the cost of the forensic engineering investigation necessary to determine the cause of the problem.  These would be costs learned about after a claim was filed and discoveries held – and only after a professional engineer was retained to investigate the technical issues.

Information counsel wants

During the meeting, counsel obtains information from the client’s description of the problem and the damages he believes he has incurred, documents provided by the client, knowledge of witnesses, answers to questions raised by the lawyer, the lawyer’s past experience of similar matters, and comments by an expert on the technical issues.

Expert can make or break a case

One of several important considerations covered by the meeting and the lawyer’s review of the facts is the need for an expert on the case.  An expert can make or break a case and if thought to be necessary should be chosen carefully and retained early (Ref.1).  Even if only retained briefly to support counsel’s assessment of merit, in the event counsel decides not to take the case.

If a professional engineer is not included in the meeting, then counsel might confer with one later during his review of the facts prior to making a decision about taking the case.  The engineer would, of course, review the information from the meeting, particularly the documents, and identify the technical issues prior to counseling the lawyer.

The engineer can also provide very preliminary comment on the engineering investigation needed to address the technical issues and to formulate an opinion on the cause giving rise to them.  The engineer would educate counsel by outlining some of the tasks that would need to be carried out during an investigation and the time to do these – factors that can have a significant impact on the cost of litigation.

Client’s ability to bear costs

If the technical issues are complex – and the engineer can certainly help determine that, the monetary claim for damages likely to be substantial, and the lawsuit quite lengthy then this will affect the client’s litigation costs.  The client’s ability to bear these costs is important information in counsel’s decision on taking the case.  An engineer can have a role in assisting counsel make that decision.

Tasks a professional engineer can carry out in assisting counsel

Following are tasks that a professional engineer – or any expert for that matter, could carry out during or shortly after counsel’s first meeting with a potential client to assist counsel’s decision about taking the case.  The list is highlighted in blue and bold to break up a long list of tasks and hopefully make the list easier to read – there’s no special significant to what is blue or bold.  There are a lot of helpful suggestions for counsel in the following:

  1. Attend and audit the meeting for technical issues, or meet with counsel shortly afterwards
  2. Review client’s descriptions of the problem and the reasons for claiming damages
  3. Read available documents
  4. Review witness’ statements as soon as taken by counsel
  5. Begin identification of potential technical issues
  6. Begin identification of technical documents counsel to seek
  7. Familiarize counsel on the typical stages and tasks in a forensic engineering investigation, the fact of unexpected follow-up investigations, the fact that investigations can lead in unexpected directions, the time required, and the difficulty estimating costs 
  8. Identify physical evidence, tangible exhibits and possible demonstrative evidence
  9. Brief counsel on parties that might be involved in the potential litigation and their relationship to the technical issues
  10. Provide information that would facilitate early settlement
  11. Note unfavourable evidence for the potential client’s claim
  12. Remind counsel that only one side of the story is known.  The opponent’s story and documents could give rise to a small shift in the technical facts and alter the complexion of the claim
  13. Tentatively assess the technical merits of the case with respect to the potential parties
  14. Outline preliminary engineering investigation and the major tasks involved
  15. Speculate on follow-up investigations
  16. Identify specialists that may be required
  17. Speculate on the order of magnitude of investigative costs
  18. If counsel decides to take the case, and position letters are appropriate, ensure that demand letters, and responses, are based only on well-established technical facts and data as known at the time

References

  1. Stockwood, Q.C., David, Civil Litigation, A Practical Handbook, 5th ed, 2004, Thompson Carswell
  2. The role of a professional engineer in Counsel’s decision to take a case.  Published June 26, 2012

Biliography

  1. What is forensic engineering?, published, November 20, 2012
  2. Writing forensic engineering reports, published, November 6, 2012
  3. Steps in the civil litigation process, published, August 28, 2012
  4. Steps in the forensic engineering investigative process, published October 26, 2012
  5. The role of a professional engineer in counsel’s decision to take a case, published June 26, 2012
  6. The role of a professional engineer assisting counsel prepare a Notice of Claim, published July 26, 2012
  7. The role of a professional engineer assisting counsel prepare a Statement of Claim, published September 11, 2012
  8. The role of a professional engineer assisting counsel prepare a Statement of Defence, published September 26, 2012
  9. The role of a professional engineer assisting counsel prepare an Affidavit of Documents, published October 4, 2012
  10. The role of a professional engineer assisting counsel during Discovery, published October 16, 2012
  11. The role of a professional engineer assisting counsel during Alternate Dispute Resolutionn (ADR), published November 16, 2012
  12. The role of a professional engineer assisting counsel prepare for a Settlement Conference, published November 29, 2012
  13. The role of a professional engineer assisting counsel prepare for a Trial Date Assignment Conference, published December 12, 2012
  14. The role of a professional engineer assisting counsel prepare for Trial, published, December 19, 2012
  15. Built Expressions, Vol. 1, Issue 12, December 2012, Argus Media PVT Ltd., Bangalore, E: info@builtexpressions.com, info@argusmediaindia.com

 

Gabion retaining wall collapse results in litigation

(The following is one in a series of cases I have investigated that illustrate the different forensic engineering methods I use to investigate the cause of failures and accidents that result in civil litigation.  The methods are described in some detail)

The investigation of the wall collapse is reported under the following main headings with several sub-headings:

  • The case (a description of the collapsed gabion wall, the legal/technical issues, and my client)
  • Forensic engineering investigation of the failure and the methods used
  • Cause (of the collapse)
  • Post mortem (an engineering “rule of thumb” might have prevented the collapse)

The case

Description of collapse

The gabion wall was on the shore of a harbour in eastern Canada.  The wall was 10 feet high and more than 100 feet long.  There were short wing walls to the main wall aligned shoreward.  A “gabion” is a wire basket about 3 feet by 3 feet in section and 10 feet long filled with course stone several inches in size.

The wall was being constructed to reclaim land on the seaward side of a quite large townhouse property.  The wall fell over just before construction was complete.  It was rebuilt before I was retained.

Legal/Technical issue

At issue was the cause of the wall’s failure.  This was in connection with a claim of damages against the designer and his insurance company.

Client

I was asked by the plaintiff, a property manager who was acting on behalf of a contractor, to determine the cause of the collapse.

Forensic engineering investigation

My forensic engineering investigation relied on the following methods.  The methods are described in more detail below:

  1. Examining the site of the rebuilt wall
  2. Studying photographs taken of the collapsed wall
  3. Studying a design sketch of the wall
  4. Interviewing two workers who were on the wall at the time it failed, including one who slid down with the wall on a piece of construction equipment as it fell over
  5. Interviewing the design engineer
  6. Reviewing design principles for coastal and marine structures
  7. Reviewing weather and sea conditions at the time of the failure

Description of methods of forensic engineering investigation

1. Examining the site of the rebuilt wall

This initial site visit and visual assessment is standard in an engineering investigation and an important initial task by a forensic engineer (Ref. 1).  Drawings and photographs are fine but picking up a concrete impression is important.  It’s well recognized that, “A picture is worth a 1,000 words”.  However, a visual assessment is invaluable.  This is so even if the collapsed structure has been rebuilt as was the case with the gabion wall.

I was able to see how the toe of the gabion wall was constructed where it was exposed to the scour and erosive forces of wave action in the harbour.

I also saw the location of the townhouse with respect to the wall.  The contractor had expressed concern that construction of the wall as designed would undermine the townhouse.  A simple rule of thumb ruled this out.

2. Studying photographs taken of the collapsed wall

Photographs are important, and sometimes all we have.  They are particularly important when detailed photographs are taken during construction.  They are also important when taken of the failed structure that is subsequently removed before the forensic engineer gets there.  The latter was the case in this instance.

The photographs showed the actual wall construction and that it failed in a quite classic manner – it just tipped, tilted, leaned over along most of its length.  The exception was where the wall was tied in and anchored to the wing wall at one end.  It remained upright there.

3. Studying a design sketch of the wall

It goes without saying that a professional engineer investigating a failure would want to know how the failed structure was designed and intended to be built.  This is a standard task in a forensic investigaion.

The sketch showed how the design engineer originally wanted the base of the wall constructed and the toe of the wall protected against scour and erosion.  Simple rules of thumb suggested the base design was adequate.  The toe protection was less so.

4. Interviewing workers

Interviewing workers is a standard task in a forensic investigation.  The interviews sometimes provide quite valuable information on conditions at the moment of failure.

I interviewed two workers who were on the wall at the time it failed, including one, an equipment operator, who slid down with the wall on a piece of construction equipment as the wall collapsed.

In engineering analysis we speak at times about a “trigger” in a failure.  All conditions are present – or nearly so, for a structure, a wall, an earth slope, etc., to collapse.  The trigger pushes the structure over the edge in a sense.  Sometimes there is heavy rain – the trigger, just before a landslide.

The construction equipment just back of the gabion wall at the time was the trigger in this case, an extra surcharge/weight on the wall.

5. Interviewing the design engineer

We always want to talk with the design engineer when investigating a failure but often don’t have the opportunity during the investigative stage.  This lack of opportunity is particularly the case when the design engineer is the defendant in a civil action.

In this case, however, the design engineer was quite professional in agreeing to talk with me.  His design was okay in the short term.  It turned out that a change he approved during construction caused the problem.

The change involved reducing the width of the base from about six feet – 2/3 the height of the wall, to three feet – 1/3 the height of the wall.  The change was made because the contractor said he couldn’t build a six foot base.  He also expressed concern that the townhouse would be undermined.  Consideration of a simple rule of thumb would have raised an alarm that the wall would not be stable with a three foot base.  Another rule would have demonstrated that the townhouse was not endangered.

6. Reviewing design principles for coastal and marine structures

Reviewing the design prinicples applicable to a situation is standard fare in a forensic engineeing investigaion and I did this.  I was particularly interested in the requirements for protecting the toe of the wall against scour and erosion due to sea conditions.

7. Reviewing weather and sea conditions at the time of the failure

This is also standard fare during a forensic investigation and in this case it tied in with reviewing the design principles mentioned above.  Sea and weather conditions were calm at the time of the wall collapse.

Cause

I concluded, based on the evidence, that the wall failed because of a change in the design of the wall during construction.  The principle defect was that the base of the 10 foot wall was not wide enough at three feet.  I also found that the toe of the wall was not well protected against wave action in the harbour.

Post mortem

There is a rule of thumb in the design of conventional gabion retaining walls that the width of the base of the wall must be about 2/3 the height of the wall – about 6.5 feet in this case, not 3.0 feet as agreed during construction.  A design engineer starts off with this conventional wall geometry and then checks that the rule of thumb holds in the particular case.

There are lots of rules of thumbs in engineering,  They expedite matters but must always be checked.  And they should always be referenced when the pressure is on to change things during construction.

The matter was settled out of court.

References

1. “Technical” visual site assessments: Valuable, low cost, forensic engineering method.  My blog posted on this site, September 4, 2012

How Mother Nature may have her way with us

I read the item about the three-storey residential structure being built in Halifax collapsing in high winds – failing, in engineering terms.  The building’s frame fell down shortly after 1:30 p.m. last Thursday damaging a car parked below.  Workers had left the site shortly before.  See The Chronicle Herald, January 31, 2013.

High winds also caused construction scaffolding to blow down at another site.  The winds restricted access to the harbour bridges.  Gusts were clocked in excess of 85 kilometres per hour in the area, and up to 105 kilometres per hour on one occasion.

What happened?

Acts of God?  Mother Nature having her way with us?  Excessive structural loading?

Some people involved in civil litigation, and others in the insurance industry, might see such collapses as “acts of God”.  Many others might see the incidents as examples of Mother Nature’s wrath.

I see collapse of the residential building as quite possibly an example of wind loading that the structure was incapable of withstanding – the wind was just too strong.  The building structure was not designed to carry such wind loading – at least, at that unfinished stage of construction.  Or possibly the structure as designed was capable but wasn’t constructed according to the design.

When structures are “weak”

It’s not likely so well known to people, in general, that some structures are at their “weakest” when they are under construction – more susceptible to failure.  The design engineer sometimes needs to pay more attention to the construction phase than to the completed phase.  Nor is it likely well known that professional engineers are not always involved in the design and construction of residential buildings and other small or seemingly unimportant structures.

Mother Nature’s loads

The loads on a structure come from Nature.  I think an entire book could be written on the concept of “load” in engineering.  But, possibly, simply put, a load on a structure is anything that the structure must stand up to, or provide for, and still function as intended.

For example, obviously, the weight of the people using a building and the weight of the equipment in the building.  Less obviously, the weight of a structure – the structure must be able to hold itself up.  We now know about wind “load”, the pressure of the wind on a building, and, by extension, also on towers, and on traffic signs along highways.  But, what about earthquake loading – the shaking that all manner of structures in an earthquake prone area must provide for?  And frost action on retaining walls and garden pathways.  All loads from Mother Nature.

Here is more information on where loads on structures come from – sent by Mother Nature and to be dealt with by professional engineers.  They can be categorized as vertical or horizontal loads.  They might also be separated into loads above the ground, at the ground surface, and below the ground:

Vertical Loads

1. Dead loads

All materials in nature have weight, called dead weight when used to form a structure – it doesn’t move around once in place.  Materials like timber, steel, concrete, plastic, and earth.  Design engineers must ensure the structure can support itself; it’s own dead weight.  And that the foundation soil material below can support all the other materials above.  Dead weight is often the greatest weight on a structure.

2. Live loads

Live loads do not usually provide such heavy loads on a structure, but they are important because they often derive from the occupancy of a structure – people.  They can also be caused by vehicles, as in a parking garage.  Storage of materials in tanks and bins generates live loads.  These objects all have weight that can be moved around; they’re “live” loads.

3. Snow loads

In northern climes, snow is another heavy load on a structure.  This material doesn’t move around once it falls and drifts into place, usually on a roof.  The nice, light stuff is light; the wet stuff is very heavy, as we all know when we must shovel it.

4. Rain water

Rain water can impose quite a load on a roof if its removal isn’t provided for properly.  When it falls on accumulated snow on a roof the combination of snow plus rain is a considerable load on a building’s roof.

5. Frost action

When wet soil freezes, particularly saturated soil, it expands – about 9%, and imposes a very great load on any part of a structure with which it has contact.  It moves everything in its path, verticallly, horizontally, and everywhere in between.  It’s not practical to resist it, the forces are so great.  In some types of soils ice lens can form and the expansion is much greater than 9%.  Foundations below the ground, and structures at ground level, like retaining walls and highways are affected.  Design engineers provide for the load from frost action by ensuring it doesn’t develop in the first place.

6. Wind

We mentioned wind above.  We all know how wind can push things over.  Less is known about how the wind can “pull” things over – called suction pressure in engineering.  It acts in all directions.  It’s the kind of wind pressure that pulls sail boats across the water and causes air craft wings to lift.  It’s a load that is being applied every time the wind blows on a structure.  It’s certain to have been a factor in the collapse of the three-storey residential building.  Design engineers know about it and provide for it.

7. Earthquake loads

Earthquake loads are considered to act in both a vertical and a horizontal direction.  They can result in large forces on a structure.  Providing for these forces when Mother Nature sends them our way is not as well understood.  Design engineers do their best with the analytical tools that are available.

8. Temperature

Construction materials expand and contract as the temperature changes.  Provision must be made for this in design.  All bridge decks have a gap between sections of the deck to accommodate the expansion of the deck in warmer weather.  Otherwise, the bridge deck would buckle – an engineering failure.  Concrete floors in buildings have expansion joints for the same reason.

Horizontal Loads

1. Earth pressure

Earth – Mother Earth, can impose a pressure on a structure and must be allowed for in design.  An obvious example of a horizontal pressure due to the earth is the pressure on a retaining wall or a basement wall.

A less obvious example of a vertical pressure due to earth is the pressure on a sliding surface that, if too great, will result in a landslide.  It’s called overburden pressure in this situation.  Design engineers can provide for these earth pressures.

2. Water pressure

Water, one of Mother Nature’s great materials, can cause problems if not considered.  Dams forming reservoirs are an obvious instance where water pressure must be provided for when designing the dam.  Less obvious is the allowance that must be made for the pressure that results from the water that flows through an earth dam.  This happens and it’s normal.  Also less obvious, water pressure must be provided for in bridge design less it cause scour and erosion around the bridge piers.

3. Dynamic loading

I wonder how many readers know that bridge decks are designed to resist the dynamic load that results when a number of vehicles all put their brakes on at the same time?  This load is related to several factors including the weight of the vehicles – weight that is characteristic of all materials in Mother Nature’s realm.

 

Update: The role of a professional engineer assisting counsel prepare a Statement of Claim

(The update includes a case history illustrating the importance of a preliminary estimate of engineering invesigative costs before filing a Statement of Claim.  A bibliography lists all the items published last year in “The role of ….” series.  This item was originally published on September 11, 2012)

Preparing and filing a Statement of Claim with the court – typically along with the Notice of Claim, is the second of four steps collectively known as the Pleadings in the civil litigation process.

A professional engineer or other expert can be particularly valuable at this stage.  Our forensic engineering investigations provide the evidence that establishes the technical facts and identifies the technical issues on which a claim for damages in the built environment is based.

(Tasks by a professional engineer assisting Counsel are listed below in blue text)

A preliminary estimate of forensic engineering investigative costs by the professional engineer might be particularly valuable at this time.  See the following case:

Case; Wet Basement: This case illustrates the importance of planning and estimating the cost of an engineering investigation of the cause of a failure before preparing and filing a Statement of Claim.  An important question is whether or not a claim for damages will cover the estimated investigative costs.  An argument can also be made for carrying out some preliminary engineering investigation to learn if there is likely to be a basis for a claim in the first place.  

I was retained by Counsel to investigate the cause of a wet basement found shortly after the client purchased the property.  A visual inspection of the property established the strong possibility that the cause would support a claim.  However, the certainty of an opinion based on a visual, somewhart subjective inspection would be much less than an opinion based on objective measurements and tests in the field. 

The field tests were estimated to cost several thousands of dollars excluding engineering analysis and reporting.  In additon, there’s always a possible need for follow-up investigations in cases like this.  Counsel and client decided not to carry out the field tests because of the costs.  I do not know if the claim was pursued based on my visusl assessment and preliminary opinion.   

We can also evaluate the technical content of the Statement of Defence and the technical strengths and weaknesses of the defence’s response to the plaintiff’s claims.

The following assumes the early involvement of a professional engineer to ensure a Statement of Claim is technically well founded and cost effective.  Early involvement avoids the engineer or expert having to play catch up, and counsel finding himself out on a limb with a Statement of Claim that is not as technically complete and as well founded as it might have been.

The role of a professional engineer during the different steps in the civil litigation process was described in a number of postings last year – see the following references and bibliography.

  • Notice of Claim
  • Statement of Claim
  • Statement of Defense
  • Affidavit of Documents

The Statement of Claim is more particular than the Notice of Claim.  It is a document that further describes the parties and defines their relationship(s) with each other.  The Statement of Claim is a listing of the facts.  In construction and engineering claims, the parties oftentimes have a formal contract.  In general negligence claims, the parties are often in proximity such that one owes the other a legal duty – to do or not do something.

Counsel for the plaintiff prepares a Statement of Claim that sets out the disputed issues and the claims the wronged party, the plaintiff, is making against the defendant.  The claims would include, for example, the relief sought – what the plaintiff wants the court to award.  This can be very general, such as claiming damages, costs, and interest.  It does not usually state exact dollar figures.

The Statement of Claim is served on the defendant by the plaintiff, typically through a process server who is engaged to personally hand-deliver the document to the defendant.  The person delivering the document swears an affidavit that this was done.

A professional engineer can assist counsel in the following ways during preparation of a Statement of Claim (the list of tasks are shown in regular and bold text to make them easier to read) :

  1. Review narrative from the complainant for technical evidence
  2. Review available evidence of lay witnesses, and other experts and specialists
  3. Complete the engineering investigation of the cause of the failure or accident, the technical issues and questions identified by counsel, and any follow-up investigations found to be necessary.  (Some preliminary engineering investigations during earlier steps in the civil litigation process would have alerted counsel as to the direction the engineering investigation seemed to be leading with respect to counsel’s interests)
  4. Analyse the data gathered during the investigations and establish the cause of the failure or the accident 
  5. Document the reasoning leading to the identification of the cause
  6. Define the technical issues between the parties as established during the investigations
  7. Identify the technical facts relevant to the cause of the failure or accident
  8. Identify the evidence supporting the facts
  9. Review the Statement of Claim and confirm the correct understanding of the technical facts and issues in the claim the plaintiff is making against the defendant
  10. Identify parties that could be involved in the engineering failure or accident that have not been named in the Statement of Claim
  11. Prepare preliminary design of repair of the damaged structure 
  12. Prepare preliminary estimate of the cost of repair
  13. Prepare a report on the instruction of counsel describing the investigations, the data gathered, the analysis and reasoning, the findings, the conclusions, and the opinion formed
  14. Review the Statement of Defense, counter claims, and cross claims – and counsel’s response to these statements, and ensure correct understanding of technical facts and issues 
  15. Assess the technical strengths and weaknesses of the case for the defense, the counter claims and cross claims

References

  1. Steps in the civil litigation process.  Published August 28, 2012
  2. The role of a professional engineer in counsel’s decision to take a case.  Published June 26, 2012
  3. The role of a professional engineer assisting counsel prepare a Notice of Claim.  Published July 26, 2012
  4. Stockwood, Q.C., David, Civil Litigation, A Practical Handbook, 5th ed., 2004, Thompson Carswell
  5. ASCE Guidelines for Forensic Engineering Practice, 2003, American Society of Civil Engineers

Biliography

  1. What is forensic engineering?, published, November 20, 2012
  2. Writing forensic engineering reports, published, November 6, 2012
  3. Steps in the civil litigation process, published, August 28, 2012
  4. Steps in the forensic engineering investigative process, published October 26, 2012
  5. The role of a professional engineer in counsel’s decision to take a case, published June 26, 2012
  6. The role of a professional engineer assisting counsel prepare a Notice of Claim, published July 26, 2012
  7. The role of a professional engineer assisting counsel prepare a Statement of Claim, published September 11, 2012
  8. The role of a professional engineer assisting counsel prepare a Statement of Defence, published September 26, 2012
  9. The role of a professional engineer assisting counsel prepare an Affidavit of Documents, published October 4, 2012
  10. The role of a professional engineer assisting counsel during Discovery, published October 16, 2012
  11. The role of a professional engineer assisting counsel during Alternate Dispute Resolutionn (ADR), published November 16, 2012
  12. The role of a professional engineer assisting counsel prepare for a Settlement Conference, published November 29, 2012
  13. The role of a professional engineer assisting counsel prepare for a Trial Date Assignment Conference, published December 12, 2012
  14. The role of a professional engineer assisting counsel prepare for Trial, published, December 19, 2012
  15. Built Expressions, Vol. 1, Issue 12, December 2012, Argus Media PVT Ltd., Bangalore, E: info@builtexpressions.com, info@argusmediaindia.com

Falling roof ice injures man

(The following is one in a series of cases I have investigated that illustrate the different types of structural failures and accidents that occur resulting in civil litigation, and the forensic engineering methods I used to investigate the cause.  The series is designed to assist counsel gain an appreciation of the engineering investigative methods used by forensic engineers.

The methods are most important for purposes of this illustrative series.  As such, I do not report on the analysis of the evidence uncovered during the investigation)

The investigation is reported under the following main headings with several sub-headings:

  • The case (A description of the accident and the scene, also, the client and the legal/technical issues)
  • Forensic engineering investigation (Building construction/snow and ice formation)
  • Cause (Addresses the legal/technical issues)
  • Resolution
  • Litigation
  • Post mortem (Binoculars were an important investigative tool)

The case

A man was walking along a sidewalk in a city in eastern Canada several years ago when a piece of ice fell from a building hitting him on the head and knocking him out.  The man regained consciousness some time later in an ambulance on his way to the hospital.  A doctor diagnosed severe head trauma.  The man took time off work and was treated for his injuries.

The three storey building had a mansard roof – a roof with two slopes, covering the upper level.  The roof had several dormer windows.  The building was several decades old.  The accident occurred on the sidewalk on the south side of the building below one of the dormers.

The man retained counsel to assist him claim damages associated with his injuries.

Client

I was retained by the counsel in connection with the claim for damages and asked to investigate the accident.

Legal/Technical issues

Counsel identified the following issues relevant to a resolution of the dispute by the court:

  1. The design and construction of a building and its roof in relation to safety issues concerning the accumulation of ice and snow.
  2. Alterations that could be made to a roof or safety precautions that could be taken to prevent accidents.

Forensic engineering investigation

Following is a list of some of the methods I relied on during my investigation of the accident.  The methods and tasks are separated according to the issues identified by counsel:

Building construction/Snow and ice formation

  1. Review documents in general as provided by counsel
  2. Study photographs of the building and the scene taken at the time of the accident, particularly those marking the location of the accident and the construction of the roof
  3. Visually examine the scene and the exterior of the building.  Note the formation and location of icicles on the roof
  4. Examine with binoculars details and features of the roof construction, and the general repair and condition of the roof
  5. Visually examine the formation and build-up of ice and snow on different buildings in other locations I travelled during the forensic investigation.  Reflect on the build-up of ice and snow on the roof of my home in the past
  6. Research the formation of ice and snow build-up on roofs
  7. Study victim’s statement of accident noting, in particular, what the victim heard at the time of the accident and the extent of the victim’s injuries
  8. Study a floor plan of the building
  9. Read the pleadings

Roof alteration

  1. Research methods of altering the roof at the scene of the accident to prevent the formation of ice and snow on the roof
  2. Examine products available in building supply stores for altering the roof
  3. Research safety precautions that could be taken to prevent accidents from falling ice

Cause

Building and roof construction, including collecting runoff from the roof, were typical for the city.  As such, as an older building, the conditions were present in our climate for ice and snow to form and collect on the south side of the building.  Inspection and maintenance of the roof drainage system would be necessary to prevent ice and snow falling on people below.

The roof could be altered by various methods, and the methods maintained, to prevent ice forming and snow accumulating.  These methods are sold in building suppy stores.  One method would involve lining the roof above the eaves with metal sheeting to prevent ice and snow accumulating.

The area of the sidewalk below could be roped off and signs posted cautioning people of the danger of falling ice.

Resolution

The claim was resolved by alternate dispute resolution (ADR).

Litigation

The case did not go to trial.

Post mortem

The extent of the man’s injuries was evidence in giving some indication of the size of the piece of the ice that struck him.  I now want to know the extent of a victim’s injuries in all accidents I investigate.

Also, the sound the man heard, suggestive of ice hitting the roof of the addition, corroborated the location of the accident and the area of the roof from which the piece of ice fell.  It was easy to explain the formation of ice at this area of the roof.

Examining the roof with binoculars was the only way to assess maintenance of the roof drainage system.  Less than adequate maintenance was a factor in my analysis.  I wasn’t privy to its importance in resolving the case.

My first “forensic engineering” investigation

(The following is one in a series of cases I have investigated that illustrate the different types of structural failures and accidents that occur resulting in civil litigation, and the forensic engineering methods I used to investigate the cause)

The investigation is reported under the following main headings with several sub-headings:

  • The case (a description of the failed structure – significant cracks in a building, the “lega”/technical issues, and my “client”
  • “Forensic engineering” investigation of the failure and the methods used
  • Cause (of the failure)
  • Post mortem (an interesting side story and a lesson learned)

The case

I carried out my first “forensic engineering” investigation during my 5th year studying civil engineering at the University of New Brunswick (UNB).  This was at a time when I was an engineering student and had no understanding at all of forensic engineering, and wasn’t even qualified as a professional engineer.

Nevertheless, this was a significant and costly building failure but, fortunately, not a catastropic one.

We took our lectures in a room on the second floor of a two and a half story brick clad building with a full basement – the “engineering building” on the UNB campus.

During our 5th year the foundations of one wall of the building settled causing 1″ to 2″ wide, vertical cracks – as I remember the size, to appear in the front, left corner of a wall of the lecture room.  You could see daylight through the cracks.  This would be significant damage to an existing building

“Legal”/Technical issue

To me as a student with an interest in geotechnical and foundation engineering, the cause of the cracks was an issue of considerable interest.  I undertook to investigate and report on the cause to meet the requirements of one of my courses.

Client

My “client” in a sense was the professor who was giving the foundation engineering course.

“Forensic engineering” investigation

My “forensic engineering” investigation involved the following:

  • Visually assess the exterior of the engineering building
  • Determine how the building was constructed
  • Research construction techniques

Visual assessment

A visual assessment of the exterior of the building found that an addition to the engineering building was being constructed immediately adjacent the existing building.  Consulting engineers for UNB had hired a contractor to build a new engineering building adjacent the old – only a few feet away.  Construction involved a deep excavation adjacent the shallow foundations of the existing building.

Building construction/Construction technique

I learned that the existing engineering building was supported on shallow spread footings founded in the natural soils.  Excavating near and well below natural foundation soils like these requires their support in some manner to prevent undermining the soils.

I saw during my visual examination that the contractor had installed a soldier pile shoring system to temporarily support the foundation soils beneath the existing building.

This type of foundation support system consists of steel piles driven vertically into the ground at regular intervals adjacent the existing building foundations.  The piles may also be installed in previously bored holes in the ground eliminating the ground vibration from pile driving.  As the excavation is taken deeper timber – lagging, is inserted horizontally between the piles to support or shore up the soil in the side of the excavation – in this case soil that is adjacent the existing building’s foundation soil.

A soldier pile shoring system is a good support system if constructed properly and its limitations kept in mind.

Research construction technique

I researched the shoring system and found that it “gives” or yields a little – deflects along it’s length in engineering terms, when mobilizing its strength to provide support to the soil it is retaining.  The retained, shored up soil behind the shoring system gives a little as well – moves sideways and away from the foundation soils to which it is providing lateral support.  This effectively undermines the foundation soils a little causing the soils to settle and the building foundations to settle as well.

This deflection is due to the piles bending along their length.  The piles will also deflect or tilt a little if they are not driven or embedded deep enough during installation.

This lateral movement of the shoring system and settlement of the soils and foundations is normal.  It can be negligible if the shoring system is properly designed and installed.  The movement can be significant causing damage to the foundations the shoring system is designed to protect if the support system is not well designed and installed.

Installing soldier piles by driving them in place causes the soils in the immediate area to vibrate.  Soil settles when it is vibrated.  Anything in the soil – like building foundations, settles as well.

Cause

I analysed the data that I had collected – the manner of construction of the shoring system and the results of my research, and concluded the cause of the failure and submitted my student engineering report.

In this case the soldier pile system deflected too much causing the foundation soils to yield or move sideways and settle in the process.  This caused the building walls to settle as well and the corners to crack and open up.  The deflection was probably due to a combination of the causes noted above:

  • Vibration of the soils during installation of the piles
  • Tilting of the soldier piles due to shallow embedment
  • Deflection along the length of the piles

Post mortem

I passed my year so I must have got it right, not treading on any toes in the process – the engineers who approved the soldier pile system that failed were my professors who had formed a consulting engineering company to do this type of work.  Failures occur in spite of the best efforts of the best people.

International engineering magazine publishes information on forensic engineering in eastern Canada – and also information useful to Counsel on the causes of failure

International report on forensic engineering practice in eastern Canada

“Built Expressions”, is an engineering magazine published monthly with a readership of about 10,000 engineers and architects in Asia, the U.K, and the U.S.  The magazine published three of my blog postings last year (Ref. 15, pg. 74 to 80):

  • What is forensic engineering?
  • Steps in the forensic engineering investigative process
  • Writing forensice engineering reports

My articles reflected what I have experienced practicing forensic engineering in eastern Canada.  Requests to publish these articles in the magazine suggests to me that we have a standard of practice in forensic engineering in eastern Canada of interest to the world.

(These postings and their publication dates are contained in the References below.  The References list 12 postings forming a series I published last year for counsel.  The series was on the role of a professional engineer assisting Counsel at the different stages of the civil litigation process)

These three articles were included in the December 2012 issue of Built Expressions that featured several articles on ‘Forensic Civil Engineering’.

(Please contact me if you would like to review an electronic version of the magazine, or contact the publisher (Ref. 15). The file containing the magazine is quite large at 14.8 MB and not included in this posting for that reason)

Learning from others about the cause of failures in the built environment

But we can learn from the others as well.  There were nine articles in the Cover Feature including my three articles.  The articles described various aspects of forensic civil engineering as experienced by the authors.  Most of the articles would be of interest to forensic engineers.  One or two would be of interest to Counsel.

One article in the magazine, ‘The expert witness and professional ethics’, (Ref. 15, Rao, B.S.C., pg. 38), reports on the categorizing and classifying of the causes of structural failure as determined by researchers in the U.S. and Europe.  This research reviewed the causes of hundreds of failures.  Based on the research the primary causes of failure were categorized as follows:

  • Human failure
  • Design failure
  • Material failure
  • Extreme or unforseen conditions or environments
  • Combinations of the above

When professional engineers were at fault (human failure) the causes of failure could be classified as follows:

  • 36%…Insufficient knowledge on the part of the engineer
  • 16%…Under estimation of influence
  • 14%…Ignorance, carelessness, negligence
  • 13%…Forgetfulness, error
  •   9%…Relying on others without sufficient control
  •   7%…Objectively unknown situation
  •   1%…Imprecise definition of responsibilites
  •   1%…Choice of bad quality
  •   3%…Other

When the percentage distribution of the failures were summarized the research found that almost half were due to errors in the planning and design of a structure and a third occurred during construction:

  • 43%…Planning and design
  • 36%…Construction
  • 16%…Use and maintenance
  •   7%…Others and multiple factors

I reviewed research a few years ago that found many, possibly most, foundation failures were due to inadequate geotechnical investigation of the foundation soils.

This type of information based on what appears to be quite exhaustive research is valuable to a forensic engineer in forming an initial hypothesis of failure at the beginning of an investigation.

Counsel can also learn from engineering research

The information is also valuable to Counsel in assessing whether or not to take a case or gaining an appreciation of where a forensic investigation may be leading based on initial oral reports by the professional engineer investigating the cause of the failure.

References

  1. What is forensic engineering?, published, November 20, 2012
  2. Writing forensic engineering reports, published, November 6, 2012
  3. Steps in the civil litigation process, published, August 28, 2012
  4. Steps in the forensic engineering investigative process, published October 26, 2012
  5. The role of a professional engineer in counsel’s decision to take a case, published June 26, 2012
  6. The role of a professional engineer assisting counsel prepare a Notice of Claim, published July 26, 2012
  7. The role of a professional engineer assisting counsel prepare a Statement of Claim, published September 11, 2012
  8. The role of a professional engineer assisting counsel prepare a Statement of Defence, published September 26, 2012
  9. The role of a professional engineer assisting counsel prepare an Affidavit of Documents, published October 4, 2012
  10. The role of a professional engineer assisting counsel during Discovery, published October 16, 2012
  11. The role of a professional engineer assisting counsel during Alternate Dispute Resolutionn (ADR), published November 16, 2012
  12. The role of a professional engineer assisting counsel prepare for a Settlement Conference, published November 29, 2012
  13. The role of a professional engineer assisting counsel prepare for a Trial Date Assignment Conference, published December 12, 2012
  14. The role of a professional engineer assisting counsel prepare for Trial, published, December 19, 2012
  15. Built Expressions, Vol. 1, Issue 12, December 2012, Argus Media PVT Ltd., Bangalore, E: info@builtexpressions.com, info@argusmediaindia.com

The role of a professional engineer assisting counsel prepare for Trial

This item is the last in a series on the role of a professional engineer in the different stages of civil litigation.  Other items in the series are listed below in the References.

The series is intended to help lawyers and their clients understand how they can use professional engineers in the resolution of disputes with technical issues.

The detailed tasks at this stage are listed below in blue.

Professional engineer’s role in preparing for Trial

When lawsuits occasionally reach this stage, the role of the professional engineer at Trial is similar to that during Discovery.  However, while Discovery testimony can focus on intricate detail, Trial testimony generally addresses key issues and themes.

The procedure at Trial consists of a number of question-and-answer sessions on the evidence and witness testimony, similar to those during Discovery, followed by closing arguments or summatioins.

The judge may ask questions at any time during the Trial.

At the end of the Trial in civil litigation, a judge studies the evidence and testimony, makes findings and arrives at a decision.  Decisions typically are issued later by the judge rather than from the bench and are given in writing.

The professional engineer’s role might consist of the following tasks:

(The tasks are rendered in bold and regular text to facilitate ease of reading)

  1. Review all technical documentation, electronic data, physical evidence, tangible exhibits, and possible demonstrative evidence on the case
  2. Review transcripts of the testimony at Discovery of lay and expert witnesses and assess relevance of new technical data
  3. Confer with counsel about their clear understanding of the evidence from the forensic engineering investigation, any new evidence arising from Discovery, the technical facts supported by the evidence, and the technical issues on which the claim, defence, counter claims, and cross claims are based
  4. Prepare supplementary reports and statements as required by counsel on new technical evidence arising from Discovery
  5. Assist counsel in narrowing the technical issues to be determined at trial
  6. Suggest technical lines of questioning to counsel to examine perceived mistakes in technical data and evidence, or flawed reasoning by opposing lay and expert witnesses.  Be objective in these suggestions
  7. Prepare exhibits, displays and demonstrative evidence for trial
  8. Review agreed document book to be familiar with the technical material
  9. Identify need to retain experts to help with any new technical matters arising from Discovery
  10. Review summaries of the discoveries and the documents
  11. Review technical witness statements and factual decisions
  12. Check that the technical issues, facts, and evidence have been completely and fully identified and properly summarized
  13. Review how technical witness statements and demonstrative aids are included in the trial brief
  14. Review detailed factual chronology and the references to the technical engineering evidence
  15. Check repair costs that may be offered or expected to receive if question of settlement may be reviewed at this stage
  16. Review the forensic engineering investigation file and prepare to testify at trial if required by counsel
  17. Engage in a mock examination with counsel, including direct and cross-examination in preparation for testifying at trial
  18. Assist in mock examination of technical witnesses in preparation for direct and cross-examination at trial
  19. Attend examination at trial of opposing expert and lay witnesses and audit their testimony (see Interesting Note below) 
  20. Alert counsel to possible new lines of questioning arising from the professional engineer’s monitoring at trial of the testimony of other witnesses, particularly technical experts.  Be objective in doing this
  21. Testify at trial as an expert witness on the engineering investigation carried out

(Interesting Note: I met with an RCMP officer recently in connection with a matter.  He mentioned in passing that during his cross-examination in his last three cases, the cross-examining counsel for the defence had a professional engineer monitoring his testimony – the RCMP officer’s, and advising counsel of possible additional lines of questioning)

References

  1. Steps in the civil litigation process, published August 28, 2012
  2. Steps in the forensic engineering investigative process, published October 26, 2012
  3. The role of a professional engineer in counsel’s decision to take a case, published June 26, 2012
  4. The role of a professional engineer assisting counsel prepare a Notice of Claim, published July 26, 2012
  5. The role of a professional engineer assisting counsel prepare a Statement of Claim, published September 11, 2012
  6. The role of a professional engineer assisting counsel prepare a Statement of Defence, published September 26, 2012
  7. The role of a professional engineer assisting counsel prepare an Affidavit of Documents, published October 4, 2012
  8. The role of a professional engineer assisting counsel during Discovery, published October 16, 2012
  9. The role of a professional engineer assisting counsel during Alternate Dispute Resolutionn (ADR), published November 16, 2012
  10. The role of a professional engineer assisting counsel prepare for a Settlement Conference, published November 29, 2012
  11. The role of a professional engineer assisting counsel prepare for a Trial Date Assignment Conference, published December 12, 2012

 

The role of a professional engineer assisting counsel prepare for a Trial Date Assignment Conference

This short item is one in a series on the role of a professional engineer assisting counsel at the different stages of civil litigation.  Others in the series are listed below in the References.

The series is intended to help lawyers and their clients understand how they can use professional engineers in the resolution of disputes with technical issues.

The detailed tasks at this stage are listed below in blue.

Trial Date Assignment Conference

Once the principal discoveries have taken place, any party can ask for a Trial Date.  This is done with a formal notice to the court for a Trial Date Assignment Conference.

These conferences are based on formal submissions by the parties setting out:

  • The issues,
  • How many witnesses they will have,
  • How many of these witnesses are experts,
  • The general subject matter to which each witness will speak,
  • How long the trial will take, and,
  • Whether the trial will be judge alone or judge and jury.

The lawyers for each party attend in front of a judge during the Date Assignment Conference or confer over the telephone.  The parties to the action do not usually take part in the conference.

At the conference, the court sets a number of applicable dates:

  • The date by which all discoveries are to be completed,
  • Date by which expert reports are to be circulated,
  • Finish date,
  • Date for the trial readiness conference, and,
  • The date of the trial.

A professional engineer might assist counsel prepare for the Trial Date Assignment Conference in the following ways:

  1. Review forensic engineering investigation file and brief counsel on technical matters and issues relevant to the Trial Date Assignment Conference
  2. Advise counsel about time needed to finalize engineering report suitable for circulating as required by the judge
  3. Brief counsel on future availability for testifying at trial

References

  1. Steps in the civil litigation process, published August 28, 2012
  2. Steps in the forensic engineering investigation process, published October 26, 2012
  3. The role of a professional engineer in counsel’s decision to take a case, published June 26, 2012
  4. The role of a professional engineer assisting counsel prepare a Notice of Claim, published July 26, 2012
  5. The role of a professional engineer assisting counsel prepare a Statement of Claim, published September 11, 2012
  6. The role of a professional engineer assisting counsel prepare a Statement of Defence, published September 26, 2012
  7. The role of a professional engineer assisting counsel prepare an Affidavit of Documents, published October 4, 2012
  8. The role of a professional engineer assisting counsel during Discovery, published October 16, 2012
  9. The role of a professional engineer assisting counsel during Alternate Dispute Resolutionn (ADR), published November 16, 2012
  10. The role of a professional engineer assisting counsel prepare for a Settlement Conference, published November 29, 2012