Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments-Reference-Cited by-同舟云学术

Yield Strength Ratio and Liquefaction Analysis of Slopes and Embankments

Published:2003-08 Issue:8 Volume:129 Page:727-737
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Olson Scott M.¹,Stark Timothy D.²

Affiliation:

1. Project Manager, URS Corporation, 1001 Highlands Plaza Dr. West, Suite 300, St. Louis, MO 63110.

2. Professor of Civil and Environmental Engineering, Univ. of Illinois-Urbana-Champaign, Dept. of Civil and Environmental Engineering, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A8%28727%29

Reference42 articles.

1. Residual Strength and Large-Deformation Potential of Loose Silty Sands

2. Back analysis of the Nerlerk berm liquefaction slides: Discussion

3. Castro G. Keller T. O. and Boynton S. S. (1989). “Re-evaluation of the Lower San Fernando Dam: Report 1 an investigation of the February 9 1971 slide.” U.S. Army Corps of Engineers Contract Rep. No. GL-89-2 Vols. 1 and 2 U.S. Army Corps of Engineers Waterways Experiment Station Vicksburg Miss.

4. Instrumented laboratory flowslides

5. Estimating the undrained strength of sand: a theoretical framework

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