A new versatile expression for yield and plastic potential surfaces

被引:147
作者
Lagioia, R
Puzrin, AM
Potts, DM
机构
[1] UNIV LONDON IMPERIAL COLL SCI TECHNOL & MED, DEPT CIVIL ENGN, LONDON SW7 2BU, ENGLAND
[2] POLITECN MILAN, DIS, I-20133 MILAN, ITALY
[3] CERMES, ECOLE NATL PONTS & CHAUSSEES, PARIS, FRANCE
关键词
D O I
10.1016/0266-352X(96)00005-5
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In any elasto-plastic constitutive model there are three main ingredients, namely a yield surface, a plastic potential surface and a hardening/softening rule. In this paper a versatile mathematical expression is presented which can be used to describe the yield and plastic potential surfaces. The expression is defined completely by a maximum of only four parameters. These parameters can easily be obtained from observable soil behaviour in simple triaxial tests. A major advantage of the expression is that by suitable adjustment of the parameters a wide range of surface shapes can be achieved. For example, it is possible to reproduce the so called ''bullet shape'' typical of the plastic potential used in the original Cam clay model and the ''tear shape'' yield surfaces employed in the more recent models. In fact the expression is capable of accurately reproducing the shapes of many of the yield and plastic potential surfaces currently in use. The expression is also shown to br in good agreement with experimental data. Copyright (C) 1996 Elsevier Science Ltd.
引用
收藏
页码:171 / 191
页数:21
相关论文
共 13 条
[1]   THE MECHANICS OF UNCEMENTED CARBONATE SANDS [J].
COOP, MR .
GEOTECHNIQUE, 1990, 40 (04) :607-626
[3]   Single hardening constitutive model for frictional materials: I. Plastic potential function [J].
Kim, M.K. ;
Lade, P.V. .
Computers and Geotechnics, 1988, 5 (04) :307-324
[4]  
Kim M.K., 1988, COMPUT GEOTECH, V6, P13, DOI [DOI 10.1016/0266-352X(88)90053-5, 10.1016/0266-352X(88)90053-5]
[5]  
LAGIOIA R, 1994, THESIS POLITECNICO M
[6]  
MATSUOKA H, 1982, IUTAM C DEF FAIL GRA, P253
[7]  
NOVA R, 1991, C CONST LOWS ENG MAT
[8]  
NOVA R, 1988, P S CONST EQ GRAN NO, P501
[9]  
Roscoe K., 1958, Geotechnique, V8, P22, DOI [10.1680/geot.1958.8.1.22, DOI 10.1680/GEOT.1958.8.1.22]
[10]  
Roscoe K.H., 1968, On the Generalised Stress-Strain Behavior of 'Wet Clay'