Location
St. Louis, Missouri
Presentation Date
30 Apr 1981, 1:30 pm - 5:30 pm
Abstract
An effective stress method using two-dimensional finite elements is presented for predicting the generation and dissipation of pore water pressure coupled with deformation in saturated sands under earthquake shaking. The method has been used to analyze the post-earthquake slide of upstream slope of Shimenling earth dam in Liaoning province during Haicheng earthquake on Feb. 4, 1975.
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
Shen, Z. J., "Dynamically Coupled Percolation and Deformation Analysis of Earth Dams" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 1.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session07/1
Included in
Dynamically Coupled Percolation and Deformation Analysis of Earth Dams
St. Louis, Missouri
An effective stress method using two-dimensional finite elements is presented for predicting the generation and dissipation of pore water pressure coupled with deformation in saturated sands under earthquake shaking. The method has been used to analyze the post-earthquake slide of upstream slope of Shimenling earth dam in Liaoning province during Haicheng earthquake on Feb. 4, 1975.
