A state surface model of unsaturated soil considering thermal and adsorptive effects

被引:0
作者
Liu, Shuang [1 ]
Xiao, Yang [1 ,2 ,3 ]
Sun, Yue [4 ]
Cui, Hao [5 ]
Ma, Guoliang [6 ]
Liu, Hanlong [1 ,2 ,3 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400045, Peoples R China
[3] Chongqing Univ, Key Lab New Technol Construct Cities Mt Area, Chongqing, Peoples R China
[4] Univ Ghent, Civil Engn Dept, B-9000 Ghent, Belgium
[5] Chongqing Univ, Coll Optoelect Engn, Chongqing 400045, Peoples R China
[6] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kongloon, Hong Kong, Peoples R China
关键词
Unsaturated soils; Soil water retention curve model; Thermal effect; Mechanical effect; Hydraulic hysteresis; Capillary and adsorption; WATER CHARACTERISTIC CURVE; HYDRAULIC CONDUCTIVITY; HYDROMECHANICAL BEHAVIOR; HYSTERESIS MODEL; RETENTION MODEL; CONTACT-ANGLE; TEMPERATURE; DENSITY; SATURATION; DEPENDENCE;
D O I
10.1016/j.compgeo.2024.106869
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Constructing soil water retention curve model involving thermal, mechanical, and hydraulic hysteresis is essential for accurately predicting the retention characteristics of unsaturated soils under complicated conditions. A novel model depicting the retention of capillary and adsorbed water under the impact of thermal, mechanical, and hydraulic hysteresis, has been proposed. In which, the variations of void ratio-dependent capillary water have been captured based on the incremental relationship of a three-phase porous material and an empirical relationship. The impact of temperature has been described by incorporating two distinct nonisothermal functions for the matric suctions of capillary and adsorbed water. The disparity in soil water retention curves under drying and wetting branches is illustrated by leveraging the combined effect of contact angle and entrapped air. The comparisons between the predicted and measured results showed that the new model can reasonable predict the retention behaviors of unsaturated soils under different temperature, void ratio, and drying-wetting cycles.
引用
收藏
页数:15
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