Location
St. Louis, Missouri
Presentation Date
14 Mar 1991, 10:30 am - 12:30 pm
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
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 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
Fujii, Shunji, "Applicability of Effective Stress Analysis for the Soil-Structure System in Design Practice" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 7.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session03/7
Included in
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.
