Location
St. Louis, Missouri
Presentation Date
30 Apr 1981, 1:30 pm - 5:30 pm
Abstract
An analytical study of the pattern of variation in the pore pressures within an embankment during earthquake, based upon seismic analysis by the rigid body response method and by the elastic body response method using ICL 1901 A computer is presented herein. The pore pressure contours before and during an earthquake are presented for an upstream slope of Tapar dam situated in seismically active zone in West India.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Sonpal, R. C. and Dave, A. A., "Pore Pressure Analysis for an Earth Dam During Earthquake" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 19.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session07/19
Included in
Pore Pressure Analysis for an Earth Dam During Earthquake
St. Louis, Missouri
An analytical study of the pattern of variation in the pore pressures within an embankment during earthquake, based upon seismic analysis by the rigid body response method and by the elastic body response method using ICL 1901 A computer is presented herein. The pore pressure contours before and during an earthquake are presented for an upstream slope of Tapar dam situated in seismically active zone in West India.
