Location
St. Louis, Missouri
Presentation Date
27 Apr 1981, 2:00 pm - 5:00 pm
Abstract
Methods for predicting and modeling the pore pressure response when soils are subjected to cyclic loading are described. These predictions include both the limiting states of pore pressure and the intermediate stages of development as a function of number of cycles. Applications of pore pressure prediction in effective stress methods are illustrated for a group of problems including sequencing of irregular loading, degradation of stress-strain modulus, volume changes and strength changes.
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
Sangrey, Dwight A. and Lascko, Vincent P., "Predicting Pore Pressure and Applications to Complex Loading Problems" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 19.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session01b/19
Included in
Predicting Pore Pressure and Applications to Complex Loading Problems
St. Louis, Missouri
Methods for predicting and modeling the pore pressure response when soils are subjected to cyclic loading are described. These predictions include both the limiting states of pore pressure and the intermediate stages of development as a function of number of cycles. Applications of pore pressure prediction in effective stress methods are illustrated for a group of problems including sequencing of irregular loading, degradation of stress-strain modulus, volume changes and strength changes.
