Location

St. Louis, Missouri

Presentation Date

01 May 1981, 1:00 pm - 2:30 pm

Abstract

An analysis of the stresses induced by a combination of static and seismic forces on the failure surface of shallow soil slope instabilities is presented. The geometry of the failures, either shallow planar of finite length or shallow rotational, is taken into consideration in the analysis. The stress induced by a combination of the above forces is found to be greater for the planar than for the rotational ones. Therefore, at limit equilibrium conditions, the former will predominate. Field measurements of the geometry of shallow soil slope failures corroborate the theoretical findings.

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

Creative Commons License
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

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

Analysis of Stresses in Seismically Induced Shallow Slope Failures

St. Louis, Missouri

An analysis of the stresses induced by a combination of static and seismic forces on the failure surface of shallow soil slope instabilities is presented. The geometry of the failures, either shallow planar of finite length or shallow rotational, is taken into consideration in the analysis. The stress induced by a combination of the above forces is found to be greater for the planar than for the rotational ones. Therefore, at limit equilibrium conditions, the former will predominate. Field measurements of the geometry of shallow soil slope failures corroborate the theoretical findings.