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find (Author =Gilbert Robert B Robert Bruce 1965)
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Long-Term Performance of a Drilled Shaft Retaining Wall in an Expansive Clay


2014 ... Andrew C. Brown [and four others] 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 over-consolidated,

6603-2 [CTR] ... FHWA/TX-13/0-6603-2

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8.3 MB; 31.1 MB

Long-Term Performance of Drilled Shaft Retaining Walls : Assessment of Existing Walls


2012 ... Andrew C. Brown, Gregory F. Dellinger, Robert B. Gilbert This report provides assessment from information and analysis for three drilled shaft walls in service in Houston, Texas. The three walls have been in service for 14, 9 and 2 years, respectively, and have cantilevered heights ranging from 5 to 23 feet. A field

6603-1 [CTR] ... FHWA/TX-11/0-6603-1

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No online resource supplied by publisher

Influence of Verification Cores on Point Bearing Capacity of Drilled Shafts


2008 ... RS: Fulvio Tonon; Researchers: David W. Fowler [and four others] During construction, cores taken at the bottom of drilled shafts are invaluable verification tools. However, until now, the influence of verification cores on point bearing capacity is unknown. This research will determine whether or not verification cores fill with concrete

5825 [CTR] ... PSR 0-5825-S ... Project Summary Report, 0-5825

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Rock Nail Design Guidelines for Roadway Cuts in Central Texas


1995 ... by Robert B. Gilbert, Priscilla P. Nelson, Colin J. Young, Barry Moses and Yousof Abd Al-Jalil The objective of this project was to develop a rational design procedure for road cuts in the sob rocks of central Texas. Design recommendations were developed based on a systematic program of observation, documentation, and

1407-1 [CTR] ... CTR 0-1407-1F

Full-text Link:
30.1 MB

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