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Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems

Citation

Zienkiewicz, OC and Paul, DK and Chan, AHC, Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems, International Journal for Numerical Methods in Engineering, 26, (5) pp. 1039-1055. ISSN 0029-5981 (1988) [Refereed Article]

Copyright Statement

Copyright 1988 John Wiley & Sons, Ltd

DOI: doi:10.1002/nme.1620260504

Abstract

This paper presents a simple procedure for modifying the dynamic coupled soil-pore fluid equations in a manner which allows a stable and efficient staggered solution procedure to be used. The solution method is simpler than an alternative suggested by Park and has a direct physical interpretation. This stabilized procedure is efficient in numerical time domain analysis of soil-pore fluid occurring in earthquake and consolidation problems. Numerical examples of one and two dimensional saturated poroelastic media demonstrate the procedure.

Item Details

Item Type:Refereed Article
Keywords:unconditionally stable, staggered scheme, soil-pore fluid interaction, saturated soil, dynamic analysis
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Civil Geotechnical Engineering
Objective Division:Construction
Objective Group:Construction Design
Objective Field:Civil Construction Design
Author:Chan, AHC (Professor Andrew Chan)
ID Code:111767
Year Published:1988
Web of Science® Times Cited:75
Deposited By:Office of the School of Engineering
Deposited On:2016-10-05
Last Modified:2016-11-14
Downloads:0

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