Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling

被引：23

作者：

Almelda, Valerio S. ^{[1
]}

de Paiva, Joao B. ^{[1
]}

机构：

[1] Univ Sao Paulo, Sao Carlos Sch Engn, Dept Struct Engn, BR-13566590 Sao Carlos, SP, Brazil

来源：

ADVANCES IN ENGINEERING SOFTWARE | 2007年 / 38卷 / 11-12期

基金：

巴西圣保罗研究基金会;

关键词：

boundary element methods; heterogeneous soil; soil-pile interaction; successive rigidity method; soil-foundation system; finite medium;

D O I：

10.1016/j.advengsoft.2006.08.034

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

In this article we propose to use the boundary element method (BEM) to analyze soil-foundation interactions. The soil structure is modeled as several dissimilar strata placed one on top of the other, composing a sandwich-like profile. Any of these layers may contain components of the foundations. Each region occupied by a soil layer or by a foundation component is handled as a 3D isotropic, elastic and homogeneous domain, and is analyzed by BEM. As a consequence of the positioning of the various subregions in this model, the technique of successive rigidity can be applied directly, resulting in a considerable reduction in the volume of data being stored and manipulated throughout the analysis. (c) 2006 Elsevier Ltd. and Civil-Comp Ltd. All rights reserved.

引用

页码：835 / 845

页数：11

共 47 条

[1] TAYLOR EXPANSIONS FOR SINGULAR KERNELS IN THE BOUNDARY ELEMENT METHOD [J].

ALIABADI, MH ;

HALL, WS ;

PHEMISTER, TG .

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1985, 21 (12) :2221-2236

[2] A mixed BEM-FEM formulation for layered soil-superstructure interaction [J].

Almeida, VS ;

de Paiva, JB .

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2004, 28 (09) :1111-1121

[3]

ANTES H, 1992, BOUNDARY ELEMENTS XIV, VOL 2, P27

[4] INTEGRAL-EQUATION METHODS FOR ANALYSIS OF PIECE-WISE NONHOMOGENEOUS 3-DIMENSIONAL ELASTIC SOLIDS OF ARBITRARY SHAPE [J].

BANERJEE, PK .

INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1976, 18 (06) :293-303

[5]

BANERJEE PK, 1977, 9TH P INT C SOIL MEC, V1, P381

[6]

Beskos D. E., 1996, APPL MECH REV, V50, P149, DOI DOI 10.1115/1.3101695

[7]

Beskos DE, 1987, Applied Mechanics Reviews, V40, P1, DOI [DOI 10.1115/1.3149529, 10.1115/1.3149529]

[8] SOME RECENT APPLICATIONS OF NUMERICAL-METHODS TO GEOTECHNICAL ANALYSIS [J].

BOOKER, JR ;

CARTER, JP ;

SMALL, JC ;

BROWN, PT ;

POULOS, HG .

COMPUTERS & STRUCTURES, 1989, 31 (01) :81-92

[9]

Brebbia C.A., 1989, BOUNDARY ELEMENTS IN

[10] THE GENERAL THEORY OF STRESSES AND DISPLACEMENTS IN LAYERED SOIL SYSTEMS .3. [J].

BURMISTER, DM .

JOURNAL OF APPLIED PHYSICS, 1945, 16 (05) :296-302

← 1 2 3 4 5 →