Pseudostatic Coefficient for Use in Simplified Seismic Slope Stability Evaluation
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author).
2. Senior Engineer, Fugro-West Inc., 1000 Broadway, Suite 440, Oakland, CA 94607-4099.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000012
Reference8 articles.
1. Comparisons of the NGA Ground-Motion Relations
2. Bray J. D. (2007). “Chapter 14: Simplified seismic slope displacement procedures.” Proc. Earthquake Geotechnical Engineering 4th Int. Conf. on Earthquake Geotechnical Engineering—Invited Lectures K. D. Pitilakis ed. Vol. 6 Springer New York 327–353.
3. Earthquake-Induced Displacements of Solid-Waste Landfills
4. Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements
5. Hynes-Griffin M. E. and Franklin A. G. (1984). “Rationalizing the seismic coefficient method.” Rep. No. GL-84–13 U.S. Army Engineers Waterways Experiment Station Vicksburg Miss.
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