Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems
Olgierd Cecil Zienkiewicz, A. H. C. Chan, M. Pastor, D. K. Paul, T. Shiomi
Source record
Source: Crossref
Published: Jun 8, 1990
DOI: 10.1098/rspa.1990.0061
Open original source ↗Source abstract
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 discription 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). The results of the computations are validated by comparison with experimental results obtained on physical models tested in the Cambridge Centrifuge.
Evidence graph
No public relationships recorded yet.
Integrity note: This page is a factual metadata record created by deterministic ingestion. It is not a claim that the work moves a mathematical frontier or has been independently verified.