Location
St. Louis, Missouri
Presentation Date
27 Apr 1981, 2:00 pm - 5:00 pm
Abstract
This paper describes a method for predicting both residual pore pressure and residual deformation of anisotropically consolidated undrained samples under variable cyclic loading. The approach of this method is phenomenologically relating normalized number of cycles and pore pressure ratio. This relationship is then extended for predicting residual pore pressures under variable cyclic loading. Residual deformation is predicted by considering the effective stress change due to the build-up of residual pore pressure. Comparisons are made between predicted and measured residual pore pressures and deformations of samples under variable cyclic loading.
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
Chang, C. S., "Residual Pore Pressure and Deformation Behavior of Soil Samples Under Variable Cyclic Loading" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 10.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session01b/10
Included in
Residual Pore Pressure and Deformation Behavior of Soil Samples Under Variable Cyclic Loading
St. Louis, Missouri
This paper describes a method for predicting both residual pore pressure and residual deformation of anisotropically consolidated undrained samples under variable cyclic loading. The approach of this method is phenomenologically relating normalized number of cycles and pore pressure ratio. This relationship is then extended for predicting residual pore pressures under variable cyclic loading. Residual deformation is predicted by considering the effective stress change due to the build-up of residual pore pressure. Comparisons are made between predicted and measured residual pore pressures and deformations of samples under variable cyclic loading.
