Location

St. Louis, Missouri

Session Start Date

3-11-1991

Session End Date

3-15-1991

Abstract

In the design process of a high rise building in Niigata City, the prediction of liquefaction potential has been conducted by comparing liquefaction resistance obtained from laboratory tests, with shear stress obtained in a total stress analysis of a soil-structure model. As an attempt, one dimensional and two dimensional effective stress analysis were carried out by using a computer program DIANA. By the comparison of these analytical results, the applicability of the effective stress analysis to the actual soil-structure system has been examined.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

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

Meeting Name

Second Conference

Publisher

University of Missouri--Rolla

Publication Date

3-11-1991

Document Version

Final Version

Rights

© 1991 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Mar 11th, 12:00 AM Mar 15th, 12:00 AM

Applicability of Effective Stress Analysis for the Soil-Structure System in Design Practice

St. Louis, Missouri

In the design process of a high rise building in Niigata City, the prediction of liquefaction potential has been conducted by comparing liquefaction resistance obtained from laboratory tests, with shear stress obtained in a total stress analysis of a soil-structure model. As an attempt, one dimensional and two dimensional effective stress analysis were carried out by using a computer program DIANA. By the comparison of these analytical results, the applicability of the effective stress analysis to the actual soil-structure system has been examined.