This series includes technical reports prepared by faculty, students and staff who are associated with the John A. Blume Earthquake Engineering Center at Stanford University. While the primary focus of Blume Center is earthquake engineering, many of the reports in this series encompass broader topics in structural engineering and materials, computational mechanics, geomechanics, structural health monitoring, and engineering life-cycle risk assessment. Each report includes acknowledgments of the specific sponsors for the report and underlying research. In addition to providing research support, the Blume Center provides administrative support for maintaining and disseminating the technical reports. For more information about the Blume Center and its activities, see https://blume.stanford.edu.
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.
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
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
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