Get the New FHWA Drilled Shaft Manual

Get the NCHRP Synthesis 418 – Pile Criteria From Test Pile Data

Dan’s Speaking Schedule

March 16, 2012 - "Advanced" Design and Construction Issues with Drilled Shaft Foundations; Case Histories - ADSC Equipment EXPO and Technical Conference - San Antonio, Texas

March 26-28, 2012 - State of the Art and Practice for Drilled Foundations - GeoCongress 2012 - ASCE/Geo-Institute - San Francisco, California

Other DBA Team Speaking Appearances

Tim Siegel (January 22, 2012): Innovative Techniques for Characterizing Karst Terrain, Workshop on Geo-innovation in Subsurface Exploration, TRB Annual Meeting, Washington, D.C.

John Turner and Robert Thompson (February 21-23, 2012): NHI Drilled Shaft Course - Kansas DOT, Topeka, Kansas

Robert Thompson (February 24, 2012): Conservatism in Drilled Shaft Design When Utilizing Rock Sockets, Alabama Transportation Conference, Montgomery, Alabama

Tim Siegel (March 15, 2012): Micropile Design Installation and Performance for the Foothills Parkway, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

Robert Thompson (March 15, 2012): Full-Scale Load Tests on Drilled Shafts in Tennessee and Georgia, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

Erik Loehr (March 15, 2012): Slope Stabilization Using Micropiles, ADSC Equipment EXPO and Technical Conference, San Antonio, Texas

John Turner (March 27, 2012): Foundations for the Bridge at Pitkins Curve - GeoCongress 2012 - ASCE/Geo-Institute - Oakland, California

TBA (April 10-12, 2012): NHI Drilled Shaft Course - South Carolina DOT, Columbia, South Carolina

John Turner (May 7-10, 2012): Highway Geology Symposium, Redding, CA

Conferences, Meetings, Seminars, Workshops

ADSC SE Chapter Research Project – Nashville Site

Nashville Site (Test Shaft 1) Test Results

The shaft was not loaded to failure.  The maximum O-Cell loads were reached at a shaft deflection of 0.55″.  Side shear resistance appeared to be approaching maximum while the end bearing resistance was not.  The average unit side shear in the socket was 24.2 ksf and the end bearing resistance mobilized at 1/2 inch deflection was 520 ksf.

The winner of the prediction contest was Matt Bullard, E.I. of the Nashville Branch of TTL, Inc. He predicted a unit side shear of 25 ksf and an end bearing of 552 ksf at 0.5″ inch deflection.  The report issued to the ADSC SE Chapter, as well as a detailed look at the results and the range of the predictions can be found at the links below.

Brown, D.A., 2009. “Load Testing of Drilled Shaft Foundations in Limestone, Nashville, TN”, Report for ADSC Southeast Chapter, February, 2009

Nashville Site Presentation – Birmingham, AL – Feb 23, 2009

Nashville Shaft 1 Test and Prediction Results

Nashville Test Shaft 1 O-cell Test Report

Nashville Site (Test Shaft 1) Prediction Contest

The first test site is in Nashville, TN. The research team is holding a contest to predict the unit side shear and end bearing resistance in the 48″ rock socket. Go to the links below to get information and to enter your predictions! Entries are due Thursday, September 25, 2008.

Please note: The test shaft is being constructed the week of 15-19 September. We will be posting photographs of the actual test shaft construction at the end of that week. Photos will include pictures of the rock removed from the excavation.

A description of the test shaft is here: ADSC SE Chapter Research Project – Test Shaft 1 – Nashville memo 10Sep08

The boring logs and the rock core compressive strength results are here: ADSC SE Chapter Research Project – Boring Logs for Test Shaft 1 – Nashville

The drilling logs and concrete test results are here:  ADSC SE Chapter Research Project – Shaft Excavation Logs and Concrete Reports – Shafts 1 and 2 – Nashville

A photo album with photos (downloadable) of the rock core can be accessed here: Test Shaft 1 – Nashville Rock Core Photos

To enter, download the entry form below (form field PDF), complete it, and e-mail it to us at the link below no later than close of business (COB) on Thursday, September 25, 2008.

ADSC SE Research Test Prediction Form – TestShaft 1 – Nashville

E-mail entry link.

Archives

GeotechSearch.com

DBA Photo Albums

ADSC SE Drilled Shaft Research Project, Lawrenceville, GA Test SiteDBA Honors and Awards
JJA Pictures from Chris Ursery (FIGG)Hastings Bridge Construction
Ownesboro Hospital Ground ImprovementArtistic Construction - Vol 1
JJA Construction 2010LPV-145 Test Piles 2009-2010
DFI 2009JJA Construction - Shaft 3W South Load Test - October 2009
Huey P. Long Bridge Drilled Shafts - October 2009JJA Construction - Pier 2W - September 2009 Photos
Univ Kansas Research - Lateral Load Test on Drilled ShaftsHuey P. Long Bridge, New Orleans - Test Shaft Construction - July 16-19, 2009
GIWW West Closure Complex Test Piles June and July 2009Garden State Parkway Mullica River Bridge - Test Shaft Construction - June 2009