Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism-Reference-Cited by-同舟云学术

Three-dimensional stability analysis of the Kettleman Hills landfill slope failure based on observed sliding-block mechanism

Published:2005-12 Issue:8 Volume:32 Page:587-599
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Chang Muhsiung

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Seed RB, Mitchell JK, Seed HB. Slope stability failure investigation: Landfill Unit B-19, Phase I-A, Chemical Waste Management, Inc. Facility, Kettleman Hills, CA, vol. I : Report of Investigation. University of California at Berkeley; 1988.

2. Kettleman Hills waste landfill slope failure, II: stability analyses;Seed;J Geotech Eng, ASCE,1990

3. Kettleman Hills waste landfill slope failure, I: liner system properties;Mitchell;J Geotech Eng, ASCE,1990

4. Cause and mechanism of failure, Kettleman Hills Landfill B-19, Unit I-A;Byrne,1992

5. GeoSyntec Consultants. Draft final report: Landfill B-19, Phase I-A investigation, Kettleman Hills Facility, Kettleman City, CA; 1991.

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