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Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems
journal contribution
posted on 2023-05-18, 13:19 authored by Zienkiewicz, OC, Andrew ChanAndrew Chan, Pastor, M, Paul, DK, Shiomi, TThe 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
History
Publication title
Royal Society of London. Proceedings. Mathematical, Physical and Engineering SciencesVolume
429Issue
1877Pagination
285-309ISSN
1364-5021Department/School
School of EngineeringPublisher
Royal Soc LondonPlace of publication
6 Carlton House Terrace, London, England, Sw1Y 5AgRights statement
© 2015 The Royal SocietyRepository Status
- Restricted