The Long-Term Performance of a Drilled Shaft Retaining Wall in an Expansive Clay Page: III
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Technical Report Documentation Page
1. Report No. 2. Government 3. Recipient's Catalog No.
FHWA/TX-13/0-6603-2 Accession No.
4. Title and Subtitle 5. Report Date
The Long-Term Performance of a Drilled Shaft Retaining Wall October 2013; Published January 2014
in anExpasiveClay6. Performing Organization Code
7. Author(s) 8. Performing Organization Report No.
Andrew C. Brown, Gregory F. Dellinger, Jorge G. Zornberg, 0-6603-2
Chadi El-Mohtar, Robert B. Gilbert
9. Performing Organization Name and Address 10. Work Unit No. (TRAIS)
Center for Transportation Research 11. Contract or Grant No.
The University of Texas at Austin 0-6603
1616 Guadalupe Street, Suite 4.202
Austin, TX 78701
12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered
Texas Department of Transportation Technical Report
Research and Technology Implementation Office September 2009-August 2013
P.O. Box 5080
Austin, TX 78763-5080 14. Sponsoring Agency Code
15. Supplementary Notes
Project performed in cooperation with the Texas Department of Transportation and the Federal Highway
Administration.
16. Abstract
The purpose of this research is to advance the understanding of the behavior of drilled shaft retaining walls
installed through expansive clay. The primary source of information for this study is data from a full-scale
instrumented test wall, which was installed through highly overconsolidated,.expansive clay in Manor, Texas,
and monitored for a period of 4 years. This study includes a summary of existing research, technical information
on the design and construction of the instrumented test wall, an analysis of the relationship between soil behavior
and wall deformation during the 4-year monitoring period, and preliminary recommendations on how to account
for the effects of expansive soil in design of drilled shaft retaining walls.
17. Key Words 18. Distribution Statement
Drilled shaft, retaining wall, expansive clay, lateral No restrictions. This document is available to the
earth pressure, p-y curve, design public through the National Technical Information
Service, Springfield, Virginia 22161; www.ntis.gov.
19. Security Classif. (of report) 20. Security Classif. (of this page) 21. No. of pages 22. Price
Unclassified Unclassified 202 Main Report)
Form DOT F 1700.7 (8-72) Reproduction of completed page authorized
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Brown, Andrew C.; Dellinger, Gregory F.; El-Mohtar, Chadi; Zornberg, Jorge G. & Gilbert, Robert B. The Long-Term Performance of a Drilled Shaft Retaining Wall in an Expansive Clay, report, October 2013; Austin, Texas. (https://texashistory.unt.edu/ark:/67531/metapth639712/m1/3/?q=%222009%22: accessed July 16, 2024), University of North Texas Libraries, The Portal to Texas History, https://texashistory.unt.edu; crediting UNT Libraries Government Documents Department.