Session Start Date

5-6-1984

Abstract

The Tangshan and Haichen earthquakes gave engineers a chance to examine the aseismic behaviors of various structures and provided valued information for further revision of aseismic regulations. The results of investigation of pile foundations resting on potentially liquefied soils herein presented. In addition, some supplementary laboratory tests were also performed to clarify some phenomena. Based upon the investigation in situ and shaking table tests authors made some analysis and comments on pile foundation design in this paper.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

5-6-1984

Document Version

Final Version

Rights

© 1984 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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May 6th, 12:00 AM

Pile Foundations under Liquefied Soils

The Tangshan and Haichen earthquakes gave engineers a chance to examine the aseismic behaviors of various structures and provided valued information for further revision of aseismic regulations. The results of investigation of pile foundations resting on potentially liquefied soils herein presented. In addition, some supplementary laboratory tests were also performed to clarify some phenomena. Based upon the investigation in situ and shaking table tests authors made some analysis and comments on pile foundation design in this paper.