Location

St. Louis, Missouri

Session Start Date

4-26-1981

Session End Date

5-3-1981

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

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

4-26-1981

Document Version

Final Version

Rights

© 1981 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Apr 26th, 12:00 AM May 3rd, 12:00 AM

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.