Temperature-dependent water retention curve model for both adsorption and capillarity

被引:11
作者
Cai, Guoqing [1 ,2 ]
Liu, Yi [2 ]
Zhou, Annan [3 ]
Li, Jian [2 ]
Yang, Rui [2 ]
Zhao, Chenggang [2 ]
机构
[1] Beijing Jiaotong Univ, Key Lab Urban Underground Engn, Minist Educ, Beijing 100044, Peoples R China
[2] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[3] RMIT Univ, Sch Engn, Discipline Civil & Infrastruct Engn, Melbourne, Vic 3001, Australia
基金
中国国家自然科学基金;
关键词
Adsorption; Capillarity; Temperature; Unsaturated soils; Water retention curve (WRC); SIMPLE CONSISTENT MODELS; HYDRAULIC CONDUCTIVITY; UNSATURATED SOILS; BOUND WATER; CONSTITUTIVE MODEL; BEHAVIOR; GOETHITE; MOISTURE; DENSITY; DEHYDROXYLATION;
D O I
10.1007/s11440-022-01657-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A temperature-dependent water retention curve (WRC) model is necessary in numerous geotechnical engineering cases such as the disposal and storage of nuclear waste, buried high-voltage cables, heat dissipation embankments and geothermal structures. A series of pioneering models attempting to consider the mechanisms of temperature effect have been proposed. Nevertheless, it should be noted that very limited research can be found in the literature to consider temperature effects on both capillarity and adsorption. Thus, a temperature-dependent WRC model for both adsorption and capillarity is developed in this study. An adsorption equation is first proposed by integrating Kelvin equation, Clausius-Clapeyron equation and the adsorption enthalpy equation. Then, the proposed adsorption equation and an existing capillary equation are incorporated into Peters-Durner-Iden (PDI) model to establish the temperature-dependent WRC model. Sixteen series of non-isothermal WRC data are employed to illustrate the application and performances of the proposed model. The proposed WRC model provides good agreement between the predicted and measured temperature-dependent WRCs. Moreover, the main differences between different types of soils are temperature effects on adsorption. The value of parameter alpha gradually increases from sandy soils to bentonite, representing an increasingly strong soil-water interaction and increasingly significant temperature effects on adsorption. By comparing with three existing models, the proposed model is found as the most suitable for describing the observed data.
引用
收藏
页码:5157 / 5186
页数:30
相关论文
共 80 条
[1]   The relationship between the shear strength and water retention curve of unsaturated sand at different hydraulic phases [J].
Albadri, Wael M. ;
Noor, Mohd Jamaludin Md ;
Alhani, Israa J. .
ACTA GEOTECHNICA, 2021, 16 (09) :2821-2835
[2]   MODIFICATIONS OF THE BRUNAUER, EMMETT AND TELLER EQUATION [J].
ANDERSON, RB .
JOURNAL OF THE AMERICAN CHEMICAL SOCIETY, 1946, 68 (04) :686-691
[3]  
[Anonymous], 1850, Ann. Phys., DOI DOI 10.1002/ANDP.18501550306
[4]  
Araujo J., 2004, Materials Research (Sao Carlos, Sao Paulo, Brazil), V7, P359, DOI [10.1590/S1516-14392004000200024, DOI 10.1590/S1516-14392004000200024]
[5]   Temperature dependence of water retention curves for wettable and water-repellent soils [J].
Bachmann, J ;
Horton, R ;
Grant, SA ;
van der Ploeg, RR .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2002, 66 (01) :44-52
[6]  
Bachmann J, 2002, J PLANT NUTR SOIL SC, V165, P468, DOI 10.1002/1522-2624(200208)165:4<468::AID-JPLN468>3.0.CO
[7]  
2-G
[8]   An investigation of the effects of cementation and temperature on the water retention curve of compacted silt [J].
Belal, Tewfik ;
Ghembaza, Moulay Smaine ;
Bellia, Zoheir .
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2019, :33-43
[9]   A thermo-hydro-mechanical model of unsaturated soils based on bounding surface plasticity [J].
Bellia, Zoheir ;
Ghembaza, Moulay Smaine ;
Belal, Tewfik .
COMPUTERS AND GEOTECHNICS, 2015, 69 :58-69
[10]   GOETHITE STABILITY AND ORIGIN OF RED BEDS [J].
BERNER, RA .
GEOCHIMICA ET COSMOCHIMICA ACTA, 1969, 33 (02) :267-&