A COMPREHENSIVE APPROACH TO MODELING THE CONSTITUTIVE BEHAVIOR OF UNSATURATED SOILS

被引：0

作者：

Wei, Changfu ^{[1
]}

Kong, Lingwei ^{[1
]}

Wang, Jili ^{[1
]}

机构：

[1] Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China

来源：

RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS | 2006年

关键词：

Unsaturated Soils; Constitutive Behavior; Capillary Hysteresis; Elastoplasticity;

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

A comprehensive approach to modeling the constitutive behavior of unsaturated soils is presented. The new framework can be used to describe elasto-plastic deformation and capillary hysteresis of unsaturated soils in a unified way. A simple model of capillary hysteresis coupled with plastic deformation is developed. It is shown that the model can capture the main features of unsaturated soil behavior. Particularly, it can describe the effects of any moisture history on the elasto-plastic deformation. Although the theoretical framework is developed for the isotropic loading condition, its generalization to a more general stress space is straightforward.

引用

页码：113 / 118

页数：6

共 50 条

[41] A hydro-mechanical constitutive model for unsaturated soils over a wide saturation range [J].

Li, Xiaoqiang ;

Lu, Dechun ;

Lin, Qingtao ;

Dong, Xiaoqiang ;

Du, Xiuli .

COMPUTERS AND GEOTECHNICS, 2023, 159

[42] A fully coupled constitutive model for thermo-hydro-mechanical behaviour of unsaturated soils [J].

Liu, Yi ;

Cai, Guoqing ;

Zhou, Annan ;

Han, Bowen ;

Li, Jian ;

Zhao, Chengang .

COMPUTERS AND GEOTECHNICS, 2021, 133

[43] Implicit integration algorithm of a hydro-mechanical coupling constitutive model for unsaturated soils [J].

Liu Yan ;

Wei Chang-Fu ;

Fang Qian ;

Chen Pan .

ROCK AND SOIL MECHANICS, 2014, 35 (02) :365-+

[44] The UTUH model: a time-dependent unified hardening constitutive model for unsaturated soils [J].

Zhao, Runkang ;

Zhou, Annan ;

Yao, Yang-Ping .

ACTA GEOTECHNICA, 2024, 19 (04) :1649-1666

[45] An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities [J].

Zhou, Annan ;

Sheng, Daichao .

COMPUTERS AND GEOTECHNICS, 2015, 63 :46-66

[46] A thermo-hydro-mechanical constitutive model and its numerical modelling for unsaturated soils [J].

Wu, WH ;

Li, XK ;

Charlier, R ;

Collin, F .

COMPUTERS AND GEOTECHNICS, 2004, 31 (02) :155-167

[47] The UTUH model: a time-dependent unified hardening constitutive model for unsaturated soils [J].

Runkang Zhao ;

Annan Zhou ;

Yang-Ping Yao .

Acta Geotechnica, 2024, 19 :1649-1666

[48] Mechanical behavior of an unsaturated clayey silt: an experimental and constitutive modelling study [J].

Romero, Enrique ;

Sanchez, Marcelo ;

Gai, Xuerui ;

Barrera, Mauricio ;

Lloret, Antonio .

CANADIAN GEOTECHNICAL JOURNAL, 2019, 56 (10) :1461-1474

[49] Influence of matric suction on shear strength behavior of unsaturated soils [J].

Lin Hong-zhou ;

Li Guang-xin ;

Yu Yu-Zhen ;

Lu He .

ROCK AND SOIL MECHANICS, 2007, 28 (09) :1931-1936

[50] An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils [J].

Muraleetharan, Kanthasamy K. ;

Liu, Chunyang ;

Wei, Changfu ;

Kibbey, Tohren C. G. ;

Chen, Lixia .

INTERNATIONAL JOURNAL OF PLASTICITY, 2009, 25 (03) :473-490

← 1 2 3 4 5 →