NON-LINEAR TRANSIENT PHENOMENA IN SOIL MEDIA.

J. H. Prevost

NON-LINEAR TRANSIENT PHENOMENA IN SOIL MEDIA.

J. H. Prevost

Civil & Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

7 Scopus citations

Abstract

This chapter reviews the main features and capabilities of a general analytical model for saturated soil media. It is shown that the procedure is extremely effective in dealing with saturated porous soil media models since (1) the fluid phase is always much stiffer than the solid phase, and therefore would impose too stringent time step restrictions for accuracy if dealt with explicitly; and (2) the solid phase exhibits non-linear behaviour and would impose too many stiffness assemblies and factorizations if dealt with purely implicitly.

Original language	English (US)
Title of host publication	Unknown Host Publication Title
Editors	Chandrakant S. Desai, R.H. Gallagher
Publisher	John Wiley & Sons
Pages	515-533
Number of pages	19
ISBN (Print)	0471902764
State	Published - 1984

All Science Journal Classification (ASJC) codes

General Engineering

Cite this

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title = "NON-LINEAR TRANSIENT PHENOMENA IN SOIL MEDIA.",

abstract = "This chapter reviews the main features and capabilities of a general analytical model for saturated soil media. It is shown that the procedure is extremely effective in dealing with saturated porous soil media models since (1) the fluid phase is always much stiffer than the solid phase, and therefore would impose too stringent time step restrictions for accuracy if dealt with explicitly; and (2) the solid phase exhibits non-linear behaviour and would impose too many stiffness assemblies and factorizations if dealt with purely implicitly.",

author = "Prevost, {J. H.}",

year = "1984",

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editor = "Desai, {Chandrakant S.} and R.H. Gallagher",

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T1 - NON-LINEAR TRANSIENT PHENOMENA IN SOIL MEDIA.

AU - Prevost, J. H.

PY - 1984

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N2 - This chapter reviews the main features and capabilities of a general analytical model for saturated soil media. It is shown that the procedure is extremely effective in dealing with saturated porous soil media models since (1) the fluid phase is always much stiffer than the solid phase, and therefore would impose too stringent time step restrictions for accuracy if dealt with explicitly; and (2) the solid phase exhibits non-linear behaviour and would impose too many stiffness assemblies and factorizations if dealt with purely implicitly.

AB - This chapter reviews the main features and capabilities of a general analytical model for saturated soil media. It is shown that the procedure is extremely effective in dealing with saturated porous soil media models since (1) the fluid phase is always much stiffer than the solid phase, and therefore would impose too stringent time step restrictions for accuracy if dealt with explicitly; and (2) the solid phase exhibits non-linear behaviour and would impose too many stiffness assemblies and factorizations if dealt with purely implicitly.

UR - http://www.scopus.com/inward/record.url?scp=0021550747&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0021550747&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0021550747

SN - 0471902764

SP - 515

EP - 533

BT - Unknown Host Publication Title

A2 - Desai, Chandrakant S.

A2 - Gallagher, R.H.

PB - John Wiley & Sons

ER -

NON-LINEAR TRANSIENT PHENOMENA IN SOIL MEDIA.

Abstract

All Science Journal Classification (ASJC) codes

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