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

Author/Creator:
Bachus, RC (Author)
Clough, GW (Author)
Sitar, N (Author)
Rad, NS (Author)
Crosby, J (Author)
Kaboli, P (Author)
Date created:
July 1981
Type of resource:
Text
Genre:
Technical report
Format:
Book
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.
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
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
Collection:
John A. Blume Earthquake Engineering Center Technical Report Series
Related item:
John A. Blume Earthquake Engineering Center
Subject:
soil
finite element
dynamic
cementitious composites
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.
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