Sandler, I. S.; Daddazio, R. P.
Analysis of Earthquake Induced Slope Failures.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation.,
July 31, 1988,
24 p.
Keywords: ; Failure; Plastic analysis; Earthquakes; Landslides; Strains; Stability; Displacement; Soil mechanics; Slopes; Mathematical models; Deformation; Embankments; Seismic waves
A-Grivas, D.; Howland, J.; Tolcser, P.
A Probabilistic Model for Seismic Slope Stability Analysis.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
June 1979,
95 p.
Identifying Number(s): CE-78-5
Keywords: Earthquake engineering; Probability density functions; Earthquakes; Earthwork; Probability theory; Soil properties; Random variables; Slopes; Mathematical models; Seismic risk
Keefer, D. K.
Loma Prieta, California, Earthquake of October 17, 1989; Landslides. Strong Ground Motion and Ground Failure.
National Science Foundation, Arlington, VA.,
January 1997,
190 p.
Identifying Number(s): USGS-PP-1551-C
Keywords: Dams; Damage assessment; Seismic epicenter; San Francisco (California); Southern Region (California); Earthquakes; Geology; Landfills; Soil dynamics; Loma Prieta Earthquake; Seismic effects; Trenching; California; Slopes; Santa Cruze County (California); Coasts; Geological faults
Chan, S. W.; Koh, S. L.; Chen, W. F.
Upper Bound Limit Analysis of the Stability of a Seismic-Infirmed Earthslope.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
September 1980,
141 p.
Identifying Number(s): CE-STR-80-16
Keywords: Plastic deformation; Computer programs; Earthquake engineering; Stress analysis; Earthquakes; LASSIE computer program; Soil properties; Slopes; Mathematical models
A-Grivas, D.; Howland, J. D.
Probabilistic Seismic Stability Analysis of Earth Slopes.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
December 1980,
131 p.
Identifying Number(s): CE-80-2
Keywords: Earthquake engineering; Probability density functions; Earthquakes; Probability theory; Soil dynamics; Soil properties; Slopes; Mathematical models