One-dimensional test problems for dynamic consolidation

被引：15

作者：

Carter, J. P. ^{[1
]}

Sabetamal, H. ^{[1
]}

Nazem, M. ^{[1
]}

Sloan, S. W. ^{[1
]}

机构：

[1] Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn, Newcastle, NSW 2300, Australia

来源：

ACTA GEOTECHNICA | 2015年 / 10卷 / 01期

基金：

澳大利亚研究理事会;

关键词：

Analytical solution; Dynamic consolidation; Wave propagation;

D O I：

10.1007/s11440-014-0336-x

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

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.

引用

页码：173 / 178

页数：6