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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

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:186
Deposited By:Office of the School of Engineering
Deposited On:2015-10-03
Last Modified:2015-11-10
Downloads:0

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