Liquefaction Analysis of Sand Deposits Based on Cyclic Elasto-Piasticity

Location

St. Louis, Missouri

Presentation Date

28 Apr 1981, 9:00 am - 12:30 pm

Abstract

The one-dimentional liquefaction analysis of sand deposits is performed by using the theory of two-phase mixture and the elasto-plastic constitutive equations of sand that can describe the dynamic dilatancy effect of soil under cyclic loading. The analytical results obtained by finite difference method explain well the dynamic behavior of sand deposits including liquefaction phenomena. Especially, the stress path which is particular to liquefaction is presented by considering a horizontally confined condition.

Author

F. Oka, Gifu University, Japan
T. Murase, Nippon Doro Co. Ltd., Japan

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

Oka, F. and Murase, T., "Liquefaction Analysis of Sand Deposits Based on Cyclic Elasto-Piasticity" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 1.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session02/1