Water retention behavior and double porosity model study of GMZ bentonite considering temperature effects

被引:13
|
作者
Ni, Hongyang [1 ,2 ,3 ]
Liu, Jiangfeng [1 ,2 ]
Zhang, Qi [4 ]
Ma, Like [4 ]
Guo, Jingna [1 ,2 ]
Mao, Xianbiao [1 ,2 ]
机构
[1] China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Jiangsu, Peoples R China
[3] Univ Lille, CNRS, FRE2016, LaMcube, F-59000 Lille, France
[4] Beijing Res Inst Uranium Geol BRIUG, CNNC, Beijing 100029, Peoples R China
基金
中国国家自然科学基金;
关键词
GMZ bentonite; Water retention; Double-porosity model; Temperature effects; Microstructural deformation coefficient; COMPACTED BENTONITE; HYDROMECHANICAL BEHAVIOR; VAPOR EQUILIBRIUM; SOIL; DENSITY; SUCTION; DIFFUSION; SAND;
D O I
10.1016/j.enggeo.2022.106695
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The current study investigates the influence of temperature on the water retention capacity of Gaomiaozi (GMZ) bentonite by conducting free swelling tests at different temperatures. The experimental results reveal that the equilibration time, as well as the water retention capacity, decreases significantly with temperature. A constitutive model for predicting the water retention characteristics was derived and the temperature effects were taken into account. More consistent with previous studies, the model divides the pore space into microstructural pore space (always saturated) and macrostructural pore space (presence of capillary water), with the macroscale quantifying temperature effects on water retention capacity by incorporating the suction variation and the microscale considering the introduction of a temperature-dependent microstructural deformation coefficient. The efficiency of the model was also verified using experimental data. For the GMZ bentonite with the initial dry density of 1.70 g/cm(3) , the threshold value for the transition from adsorbed water to capillary water is greater than 22 MPa. The microstructural deformation coefficient shows a linearly increasing relationship with temperature. The presented model allows an effective application to the hydraulic characteristics of bentonite artificial barriers for the long-term operation of nuclear waste repositories.
引用
收藏
页数:9
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