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0-6603, Long-Term Performance of Drilled Shaft Retaining Walls
[2016] ... Research Performed by: Center for Transportation Research; Research Supervisor: Robert B. Gilbert; Researchers: Andrew Brown [and six others] · The design of drilled shaft retaining walls in expansive soils is challenging because the effects of soil wetting and drying over the long term is not well understood. A wide range of
6603 Summary [CTR] ... PSR 0-6603-S ... Project Summary
Full-text Link:
68 KB
[Long-Term Performance of Drilled Shaft Retaining Walls]. Training Session materials
2016 ... Research Supervisor: Robert Gilbert · Slides from a 2013 Training Workshop for Research Project 0-6603. "The purpose of this research is to advance the understanding of the behavior of drilled shaft retaining walls installed through expansive clay." --Report 0-6603-2 · "DECEMBER 2013; PUBLISHED JUNE 2016"; "August 29,
6603-P1 [CTR] ... Product 0-6603-P1
Full-text Link:
1.3 MB
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
Full-text Link:
· https://library.ctr.utexas.edu/ctr-publications/0-6603-2_appdx.pdf
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
Full-text Link:
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 Summary [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 [and four others] · 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 analysis of 53 existing rock cuts. A comprehensive field
1407-1 F [CTR] ... FHWA/TxDOT-96/1407-1F; CTR 0-1407-1F
Full-text Link:
30.1 MB
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