Behavior of Weakly Cemented Soil Slopes Under Static and Seismic Loading Conditions, Volume II

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Abstract/Contents

Abstract
This report presents the results of the second phase of a continuing study of the behavior of cemented sands and their response to static and seismic loading. The study consists of a number of phases, including laboratory testing, in-situ testing, investigation of sampling disturbance, definition of geology of certain coastal area environments containing cemented sands, investigation of known failures of slopes in cemented sands, and performance of parametric finite element analyses of typical slope configurations.

Description

Type of resource text
Date created July 1981

Creators/Contributors

Author Bachus, RC
Author Clough, GW
Author Sitar, N
Author Rad, NS
Author Crosby, J
Author Kaboli, P

Subjects

Subject soil
Subject finite element
Subject dynamic
Subject cementitious composites
Genre Technical report

Bibliographic information

Related Publication Sitar, N, Clough, GW and Bachus, RC. (1980). Behavior of Weakly Cemented Soil Slopes Under Static and Seismic Loading Conditions. Stanford Digital Repository. John A. Blume Earthquake Engineering Center Technical Report 44. Available at: http://purl.stanford.edu/ct992tg9635
Related item
Location https://purl.stanford.edu/hp520tx1208

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Use and reproduction
User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
License
This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).

Preferred citation

Preferred Citation
Bachus, RC, Clough, GW, Sitar, N, Shafii-Rad, N, Crosby, J and Kaboli, P. (1981). Behavior of Weakly Cemented Soil Slopes Under Static and Seismic Loading Conditions, Volume II. John A. Blume Earthquake Engineering Center Technical Report 52. Stanford Digital Repository. Available at: http://purl.stanford.edu/hp520tx1208

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John A. Blume Earthquake Engineering Center Technical Report Series

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