Analysis of installation damage tests for LRFD calibration of reinforced soil structures-Reference-Cited by-同舟云学术

Analysis of installation damage tests for LRFD calibration of reinforced soil structures

Published:2011-06 Issue:3 Volume:29 Page:323-334
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Bathurst Richard J.,Huang Bingquan,Allen Tony M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference40 articles.

1. Allen, T.M. 1989a. Strength losses occurring due to installation damage for several geosynthetics (SR-90 Rainier Avenue Eastbound Preload Wall). Unpublished Report, Olympia, Washington, USA: Washington State Department of Transportation, p. 81.

2. Allen, T.M. 1989b. Strength losses occurring due to installation damage for several geosynthetics (SR-504 Elk Rock Wall). Unpublished Report, Olympia, Washington, USA: Washington State Department of Transportation, p. 23.

3. Characterization of geosynthetic load-strain behavior after installation damage;Allen;Geosynthetics International,1994

4. Investigation of the combined allowable strength reduction factor for geosynthetic creep and installation damage;Allen;Geosynthetics International,1996

5. Design and Performance of an 11-m High Block-Faced Geogrid Wall;Allen,2006

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