One-dimensional test problems for dynamic consolidation

J. P. Carter; H. Sabetamal; M. Nazem; S. W. Sloan

doi:10.1007/s11440-014-0336-x

One-dimensional test problems for dynamic consolidation

J. P. Carter, H. Sabetamal, M. Nazem, S. W. Sloan

Research output: Contribution to journal › Article › peer-review

Abstract

Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil. While they consider only elasticity and small strains, they do allow a check on the concurrent wave transmission and consolidation processes.

Original language	English
Pages (from-to)	173-178
Number of pages	6
Journal	Acta Geotechnica
Volume	10
Issue number	1
DOIs	https://doi.org/10.1007/s11440-014-0336-x
Publication status	Published - 2015

Keywords

mathematical models
soil moisture

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title = "One-dimensional test problems for dynamic consolidation",

abstract = "Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil. While they consider only elasticity and small strains, they do allow a check on the concurrent wave transmission and consolidation processes.",

keywords = "mathematical models, soil moisture",

author = "Carter, {J. P.} and H. Sabetamal and M. Nazem and Sloan, {S. W.}",

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AU - Carter, J. P.

AU - Sabetamal, H.

AU - Nazem, M.

AU - Sloan, S. W.

PY - 2015

Y1 - 2015

N2 - Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil. While they consider only elasticity and small strains, they do allow a check on the concurrent wave transmission and consolidation processes.

AB - Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil. While they consider only elasticity and small strains, they do allow a check on the concurrent wave transmission and consolidation processes.

KW - mathematical models

KW - soil moisture

UR - http://handle.uws.edu.au:8081/1959.7/uws:31576

U2 - 10.1007/s11440-014-0336-x

DO - 10.1007/s11440-014-0336-x

M3 - Article

SN - 1861-1125

VL - 10

SP - 173

EP - 178

JO - Acta Geotechnica

JF - Acta Geotechnica

IS - 1

ER -

One-dimensional test problems for dynamic consolidation

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Keywords

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