Non-linear consolidation models of clay which change type

被引：12

作者：

Battaglio, M

Bellomo, N ^{[1
]}

Bonzani, I

Lancellotta, R

机构：

[1] Politecn Torino, Dept Struct Engn, Turin, Italy

[2] Politecn Torino, Dept Math, Turin, Italy

来源：

INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS | 2003年 / 38卷 / 04期

关键词：

consolidation; non-linearity; soil mechanics; porous media;

D O I：

10.1016/S0020-7462(01)00074-9

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

This paper deals with the modelling of non-linear consolidation phenomena in a non-homogenous clay characterized by soil properties with change of type going from normal to over consolidation regimes. Some simulations are developed addressed to visualize the main features of the consolidation process. A critical analysis, which gives special attention to research perspectives, concludes this paper. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

收藏

页码：493 / 500

页数：8

相关论文

共 21 条

[1] Numerical analysis of iterative algorithms for an inverse boundary transport problem [J].

Agoshkov, VI ;

Parmuzin, EI ;

Shutyaev, VP ;

Bardos, C .

MATHEMATICAL MODELS & METHODS IN APPLIED SCIENCES, 2000, 10 (01) :11-29

[2]

[Anonymous], 2000, THEORY POROUS MEDIA, DOI DOI 10.1007/978-3-642-59637-7

[3] Nonlinear models in soils consolidation theory parameter sensitivity analysis [J].

Arnod, S ;

Battaglio, M ;

Bellomo, N .

MATHEMATICAL AND COMPUTER MODELLING, 1996, 24 (03) :11-20

[4]

BADILLO EJ, 1986, CONSOLIDATION SOILS, P137

[5]

Barden L., 1969, CAN GEOTECH J, V6, P413, DOI DOI 10.1139/T69-042

[6] Nonlinear models and problems in applied sciences from differential quadrature to generalized collocation methods [J].

Bellomo, N .

MATHEMATICAL AND COMPUTER MODELLING, 1997, 26 (04) :13-34

[7] Weak nonlinear corrections for Darcy's law [J].

Bourgeat, A ;

Marusic-Paloka, E ;

Mikelic, A .

MATHEMATICAL MODELS & METHODS IN APPLIED SCIENCES, 1996, 6 (08) :1143-1155

[8] Adaptive finite element methods for compressible two-phase flow [J].

Burman, E .

MATHEMATICAL MODELS & METHODS IN APPLIED SCIENCES, 2000, 10 (07) :963-989

[9] NONLINEAR CONSOLIDATION OF SOIL MODELING AND SOLUTION TECHNIQUES [J].

CORNETTI, P ;

BATTAGLIO, M .

MATHEMATICAL AND COMPUTER MODELLING, 1994, 20 (07) :1-12

[10] A NON-LINEAR THEORY OF CONSOLIDATION [J].

DAVIS, EH ;

RAYMOND, GP .

GEOTECHNIQUE, 1965, 15 (02) :161-&