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Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems

Citation

Zienkiewicz, OC and Chan, AHC and Pastor, M and Paul, DK and Shiomi, T, Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems, Royal Society of London. Proceedings. Mathematical, Physical and Engineering Sciences, 429, (1877) pp. 285-309. ISSN 1364-5021 (1990) [Refereed Article]

Copyright Statement

2015 The Royal Society

DOI: doi:10.1098/rspa.1990.0061

Abstract

The behaviour of all geomaterials, and in particular of soils, is governed by their interaction with the pore fluid. The mechanical model of this interaction when combined with suitable constitutive description of the solid phase and with efficient, discrete, computation procedures, allows most transient and static problems involving deformations to be solved. This paper describes the basic procedures and the development of a general purpose computer program (SWANDYNE-X). -from Authors

Item Details

Item Type:Refereed Article
Keywords:Finite Element Method, coupled analysis, saturated soil and pore fluid interaction, cyclic loading, liquefaction, earthquake loading
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Earthquake Engineering
Objective Division:Construction
Objective Group:Construction Processes
Objective Field:Civil Construction Processes
Author:Chan, AHC (Professor Andrew Chan)
ID Code:103316
Year Published:1990
Web of Science® Times Cited:192
Deposited By:Office of the School of Engineering
Deposited On:2015-10-03
Last Modified:2015-11-10
Downloads:0

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