Identification of soil parameters by inverse analysis

被引：63

作者：

Zentar, R ^{[1
]}

Hicher, PY ^{[1
]}

Moulin, G ^{[1
]}

机构：

[1] Ecole Cent Nantes, Lab Genie Civil Nantes St Nazaire, F-44321 Nantes 3, France

来源：

COMPUTERS AND GEOTECHNICS | 2001年 / 28卷 / 02期

关键词：

Cam-Clay parameters;

D O I：

10.1016/S0266-352X(00)00020-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper presents a methodology for identifying soil parameters that takes into account different constitutive equations. The procedure, applied here to identify the modified Cam-Clay parameters from a pressuremeter curve, is based on an inverse analysis approach, which consists of minimizing the function representing the difference between the experimental data and the data obtained by integrating the model along the loading path in in-situ testing. The numerical process implemented here is based on the interaction of two numerical tools; an optimization code (SiDoLo) and a general finite element code (CESAR-LCPC). (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：129 / 144

页数：16

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