A hydromechanical model for unsaturated soils based on state boundary hypersurface

被引：0

作者：

Hua, Dongjie ^{[1
,2
]}

Zhang, Guohua ^{[1
]}

Liu, Ruyan ^{[2
]}

Jiang, Qinghui ^{[2
]}

机构：

[1] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China

[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China

来源：

ACTA GEOTECHNICA | 2024年 / 19卷 / 10期

基金：

中国国家自然科学基金;

关键词：

Constitutive model; Hydromechanical; Hypersurface; Unsaturated soils; STRESS-STRAIN BEHAVIOR; WATER-RETENTION; MECHANICAL-BEHAVIOR; CONSTITUTIVE MODEL; THERMOMECHANICAL MODEL; ELASTOPLASTIC MODEL; PERMEABILITY; SATURATION; FRAMEWORK; SILT;

D O I：

10.1007/s11440-024-02390-0

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This paper presents an elastoplastic model to estimate the hydromechanical behavior of unsaturated soils based on state boundary hypersurface. Through mechanical hypersurface, the influence of saturation on yield stress can be expressed in a full form rather than an incremental form. Two hydraulic hypersurfaces and one mechanical hypersurface are proposed to establish the model. Two hydraulic hypersurfaces, composed of degree of saturation, void ratio and matrix suction, define the plastic hydraulic boundary. The elastic hydraulic behavior of unsaturated soils can be represented by scanning lines between these two hydraulic hypersurfaces. The mechanical hypersurface, composed of degree of saturation, void ratio and effective stress, defines the plastic mechanical boundary. The elastic mechanical behavior of unsaturated soils can be represented by scanning lines below the mechanical hypersurfaces. A large number of laboratory tests are used to validated the proposed model, showing that it can reasonably capture important features of the hydromechanical behavior of unsaturated soils.

引用

页码：6599 / 6615

页数：17

共 50 条

[31] A constitutive model for unsaturated soils based on the modified ISMP
Kato, S
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1997, : 691 - 694
[32] Generalized plasticity state parameter-based model for saturated and unsaturated soils. Part II: Unsaturated soil modeling
Manzanal, Diego
Pastor, Manuel
Fernandez Merodo, Jose Antonio
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2011, 35 (18) : 1899 - 1917
[33] Incorporating Hydromechanical Coupling of Unsaturated Soils into the Analysis of Rainwater-Induced Groundwater Ponding
Wu, L. Z.
Xu, Q.
Wang, T.
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (06)
[34] Hydromechanical modeling of unsaturated soils considering compaction effects on soil physical and hydraulic properties
Quevedo, R.
Lopez, M.
Roehl, D.
ACTA GEOTECHNICA, 2024, 19 (08) : 5051 - 5064
[35] Thermo-Hydromechanical Coupling Responses Driven by a Central Heat Source in Unsaturated Soils
Wang, Wei
Liu, Jingjing
Chen, Jing
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2022, 2022
[36] Generalized plasticity state parameter-based model for saturated and unsaturated soils. Part 1: Saturated state
Manzanal, Diego
Antonio Fernandez Merodo, Jose
Pastor, Manuel
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2011, 35 (12) : 1347 - 1362
[37] Surface flux boundary modeling for unsaturated soils
Wilson, GW
UNSATURATED SOIL ENGINEERING PRACTICE, 1997, (68): : 38 - 65
[38] On stress state variables of unsaturated soils
Chen, Z.-H. (chenzhenghan47@163.com), 1600, Academia Sinica (33):
[39] On stress state variables of unsaturated soils
Chen Zheng-han
Qin Bing
ROCK AND SOIL MECHANICS, 2012, 33 (01) : 1 - 11
[40] STRESS STATE VARIABLES FOR UNSATURATED SOILS
BLOCH, P
JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1978, 104 (02): : 303 - 304

← 1 2 3 4 5 →