Get the New FHWA Drilled Shaft Manual
Get the NCHRP Synthesis 418 – Pile Criteria From Test Pile Data
Dan’s Speaking Schedule September 12-13, 2012: Concrete used in Drilled Shaft Construction - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado
Other DBA Team Speaking Appearances D. Mike Holloway (May 17, 2012): A Driven Pile is a Tested Pile - Not So Fast - DFI SuperPile - Portland, Oregon
John Turner (September 12-13, 2012): Analysis & Design of Drilled Shafts - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado
John Turner (September 12-13, 2012): Techniques for Drilled Shaft Construction - ADSC/DFI Drilled Shaft Seminar - Denver, Colorado
Conferences, Meetings, Seminars, Workshops
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By Robert Thompson, on December 23rd, 2010
By David Graham, on December 10th, 2010

The new I-70 bridge over the Mississippi River near St. Louis, Missouri is quite the project. When completed, it will be the third longest cable-stayed bridge in the United States, with a 1,500-ft main span. Most significantly for the geotechnical community, the bridge made history when one of its 11-ft diameter drilled shafts resisted a world record breaking 36,000 tons (bi-directional) during an O-cell load test. The bridge has already seen press in Civil Engineering Magazine (July 2010, page 30-32), at ENR.com, and in a post by Robert on this blog. Now, an article by DBA’s Paul Axtell is featured in the September/October issue of Foundation Drilling Magazine. The editor summarized the article saying:
The information in the following article is a composite of material that came to Foundation Drilling Magazine from three separate sources. Part I is based on information gleaned from an article that was published on the Associated Press news wire. Part II is excerpted from ENR’s August 18th, E-Newsletter. Part III was provided by Paul Axtell and Dan Brown of ADSC Technical Affiliate company, Dan Brown and Associates. The bridge project is of interest in general. The Osterberg Load Cell test will be of particular interest to professionals in the deep foundation industry, and specifically for those who work in the drilled shaft segment.

Axtell, P.J. (2010). “Mississippi River Bridge Project Includes Record Load Test: A Three Part Story”, Foundation Drilling, Vol. 31, No. 7 September/October 2010.
By David Graham, on December 8th, 2010
An article by Eric and Dan on the use of micropiles for slope stabilization has been added to our Publications Page. Published in the August 2010 issue of Foundation Drilling Magazine, the article summarizes key findings and recommendations from a study that reviewed and evaluated existing micropile design methods. A new design method is proposed to better predict the mobilized resistance of micropiles used for slope stabilization. The full report prepared by Eric and Dan for the joint ADSC/DFI Micropile Committee, “A Method for Predicting Mobilization Resistance for Micropiles Used in Slope Stabilization Applications”, presents the details of this study. Robert previously posted about this report here.
Loehr, J.E. and Brown, D.A. (2010). “Design of Micropiles for Slope Stabilization”, Foundation Drilling, Vol. 31, No. 6 August 2010.
By Robert Thompson, on December 8th, 2010
A paper by Paul Axtell and others on shear strength of cement-bentonite grout mixes has been added to our Publications Page.

Axtell, P.J., Stark, T.D., and Dillon, J.C. (2010). “Peak and Post-Peak Shear Strength of Cement-Bentonite”, DFI Journal Volume 4, No. 1, August 2010, Deep Foundations Institute, pp59-65.
By Robert Thompson, on December 8th, 2010
I (Robert) will now have some help with posting to the blog. Our two young staff engineers, Aaron Hudson and David Graham, will be helping me with blog maintenance and posting content. Until now, I have pretty much written all of the posts and have done all other content updates. Now you will see some new “by lines” on blog posts in the future. Thanks for reading!
By Robert Thompson, on November 2nd, 2010
Paul received a few photos of the kcICON bridge that are just too cool not to share. These were sent to him by Massman Construction. These were taken in September of this year. MoDOT’s Flicker album of the dedication ceremony is here. The new bridge was dedicated and partially opened to traffic (southbound) on September 27th. The northbound traffic was shifted to the new structure on October 22nd. All of the bridges and ramps for the project will be opened by the end of the year – 6 months ahead of schedule. Can’t wait to see it after the exisitng bridge is demoloshed, though it is a pretty cool image with the old and new bridges together. Updates for the project are on the project Facebook Page.
Click here for previous posts on kcICON.



By Robert Thompson, on November 1st, 2010
Dan recently played the part of storyteller at the Southeastern Transportation Geotechnical Engineering Conference (STGEC) 2010 conference in Charleston, West Virginia when he gave the lunch presentation on the conference’s first day. He took the audience on a trip down the Mississippi River from a foundation engineer’s perspective, talking about several bridges that DBA has had the pleasure to work on, or is still working on, along the river the last few years. Dan began with the I-35W Bridge replacement in Minneapolis, Minnesota and ended at the Huey P. Long Bridge in New Orleans, Louisiana. Stops along the way included the Hastings Bridge (Hastings Minnesota), the new I-70 Bridge (St. Louis, Missouri), and the Audubon Bridge (New Roads/St. Francisville, Louisiana). Dan covered some of the technical issues/problems associated with each project and the solutions applied to complete the foundations (or complete the design). It was a very informative talk presented in a unique way that everyone at the luncheon seemed to enjoy. Dan’s presentation is now available on our Presentations Page.
Posts on Hastings Bridge here.
Posts on I-70 Bridge here.
Posts on Audubon Bridge here.
Posts on the Huey P. Long Bridge here.
Immediately after lunch, Robert made a presentation that described some of the pile load tests performed on two of the storm protection projects in New Orleans that DBA was privileged to be involved with through Kiewit. By following Dan, it provided a little continuity to the story as Robert took the group below the Huey P. Long Bridge to the levees and canals downstream of New Orleans. Robert’s presentation can also be found on our Presentations Page.
Post on the pile load tests here.
By Robert Thompson, on November 1st, 2010
Yes, technology fans, DBA is at it again. We are doing all we can to keep up with the ever changing world of social networks, business networks, and communicating via electronic media. To that end, DBA has a company page on LinkedIn.
We still have a bit to do to complete our profiles, both corporately and individually, but we’ll get there. To help all of you media-savy folks, we have placed a LinkedIn button with all of the other social media icons at the top of our right sidebars. We are looking forward to getting connected!
By Robert Thompson, on October 1st, 2010

October 2nd, is the day we (or at least a lot of us geoprofessionals) have all been looking forward to all year – the birthday of Professor Karl Terzaghi, The Father of Modern Day Soil Mechanics, born October 2, 1883.
Since this historic day in geotechnical engineering history falls on a Saturday this year, I offer a cheer for those of us into college football (I mean, really, who isn’t this time of year, at least in the U.S.):
Two bits, four bits, six bits..a dollar
All for Terzaghi, stand up and holler!!!!!
On the more reflective side, each year I try to find some interesting fact or quote to write about. This year, I decided to read the preface of Soil Mechanics in Engineering Practice (Terzaghi and Peck, 1948) for inspiration, and thus will quote from there:
“Unfortunately, the research activities in soil mechanics had one undesirable psychological effect. They diverted the attention of many investigators and teachers from the manifold limitations imposed by nature on the application of mathematics to problems in earthwork engineering. As a consequence, more and more emphasis has been placed on refinements in sampling and testing and on those very few problems that can be solved with accuracy. Yet, accurate solutions can be obtained only if the soil strata are practically homogeneous and continuous in horizontal directions. Furthermore, since the investigations leading to an accurate solution involve highly specialized methods of sampling and testing, they are justified only in exceptional cases. On the overwhelming majority of jobs no more than an approximate forecast is needed, and if such a forecast cannot be made by simple means it cannot be made at all.”
While our technology has allowed us to measure, analyze, test, and compute huge volumes of data, as well as investigate the highly complex nature of soil-structure systems, we sometimes get caught up in the details of precision. We try to be much more precise than the materials we work with truly allow. This is not to say we should totally throw away our technology, forsaking numerical models, design software, or sophisticated in-situ testing and return to the days of slide rules (though I can use one!). There are many times, however, that an “approximate forecast” is just as “accurate” as a calculation computed to a precise number.
So, my friends, raise your glasses this weekend to toast Professor Terzaghi and our profession!
Cheers!
Update (10/1/10): One of my (Robert’s) mentors at my first job out of grad school, Luther Boudra, P.E. at MACTEC, wrote me this morning on the subject of accuracy and precision. I asked him if I could share his comment (and he agreed) since I thought it was very insightful:
Robert, Professors Terzaghi’s comments remind me of something I read recently in a book about precision shooting, particularly at long range. The author, who incidentally is both an engineer and top level shooter, was noting the difference between “precision” and “accuracy”. Precision is exemplified by being able to repeat something to close tolerance, as exemplified in the shooting community by benchrest shooters, who are primarily interested in shooting small groups of typically 5 to 10 shots. Hitting near the center of the target, whatever it is, is of secondary importance. Accuracy, on the other hand, requires the ability to hit what you are aiming at, precisely. In other words to take this to our field of endeavor, it’s possible to be “precisely inaccurate”, which the various software packages available to calculate almost anything enhance the possibility of.
Speaking of slide rules, their greatest attribute is that you have to be able to estimate the answer, rather than just writing down what shows up on the display screen.
By Robert Thompson, on September 16th, 2010
We are pleased to announce that we are growing again! Recent Auburn University graduate (War Eagle!) David Graham, E.I. has joined DBA. David recently finished the requirements for his M.S. in Civil Engineering at Auburn University, where he also completed his B.C.E. David’s research, directed by Dr. David Elton, P.E. focused on a new method for mitigating liquefaction hazards. Although Dan “retired” while David was just starting graduate school, David was fortunate to have Dan as an instructor for several courses. David has experience in geotechnical construction and consulting working as a co-op with Saiia Construction, LLC in Birmingham, Alabama and as an engineering associate for Bunnell-Lammons Engineering, Inc. (BLE) in Greenville, South Carolina. David will now be joining DBA as a staff engineer, where he will be performing foundation analysis and design, as well as working in the field observing field explorations and construction. Although David has not yet conformed to the standard DBA hair style, we welcome him to our team. Welcome, David!
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