Cyclic thermal and saline effects on the swelling pressure of densely compacted Gaomiaozi bentonite

被引:48
作者
Chen, Yong-Gui [1 ]
Dong, Xin-Xin [1 ]
Zhang, Xu-Dong [1 ,2 ]
Ye, Wei-Min [1 ]
Cui, Yu-Jun [3 ]
机构
[1] Tongji Univ, Dept Geotech Engn, MOE Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Anhui Transport Consulting & Design Inst Co Ltd, Hefei 230088, Anhui, Peoples R China
[3] Ecole Ponts ParisTech, Lab Navier CERMES, F-77455 Marne La Vallee, France
基金
中国国家自然科学基金;
关键词
Compacted bentonite; Swelling pressure; Thermal effect; Saline effect; Saline cycle; Thermal cycle; THERMOMECHANICAL BEHAVIOR; HYDROMECHANICAL BEHAVIOR; HYDRAULIC CONDUCTIVITY; GMZ01; BENTONITE; WATER; TEMPERATURE; CLAY; PREDICTION; SUCTION; BARRIER;
D O I
10.1016/j.enggeo.2019.04.016
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The swelling pressure of compacted bentonite under complex thermo-chemical conditions is a critical safety parameter of the engineering barrier system for a deep geological repository. To investigate the cyclic thermal and saline effects on the swelling pressure of densely compacted Gaomiaozi (GMZ) bentonite, a series of constant-volume swelling pressure tests were performed using deionized water and NaCl solutions. At 20 degrees C and 60 degrees C, the multi-step salinization-desalinization process generated a hysteresis of the swelling pressure, and multiple saline cycles led to its diminishing attenuation. In the framework of the double structure theory, the observed hysteresis of the swelling pressure was ascribed to the irreversible collapse of inter-aggregate pores under osmotic pressure, while the gradual attenuation was attributed to the further homogenization of the clay structure. Soaking tests were also conducted at various thermal and saline conditions to provide evidence for the cyclic saline effects. No salt precipitation was identified due to the negligible changes in the total suctions of the specimens after saline cycles conducted at 20 degrees C and 60 degrees C. The membrane effect (resistance of compacted clay to salt migration) was considered, and its degree reflected the changes in the osmotic suctions of the specimens occurred after the soaking tests. The resistance of compacted GMZ bentonite to salt migration was relatively strong during wetting with low saline solutions (0-0.5 mol/L) at 20 degrees C, and became weak during wetting with high saline solutions (1.0-2.0 mol/L) or at 60 degrees C. The variation of the swelling pressure during thermal cycling depended on the maximum temperature and concentration of the presaturation solution. By assuming the validity of the membrane effect at the maximum temperatures (valid at 40 degrees C and invalid at 60 degrees C), the inconsistent changes in the swelling pressure during thermal cycling were explained by considering the incomplete initial saturation and role of thermal osmosis. However, further verification of the proposed hypothesis by X-ray diffraction and membrane testing at elevated temperatures is required.
引用
收藏
页码:37 / 47
页数:11
相关论文
共 50 条
[1]   A method for predicting swelling pressure of compacted bentonites [J].
Agus, Setianto Samingan ;
Schanz, Tom .
ACTA GEOTECHNICA, 2008, 3 (02) :125-137
[2]  
[Anonymous], 1993, FUNDAMENTALS SOIL BE
[3]   THERMAL VOLUME CHANGES OF THE MINERAL WATER-SYSTEM IN LOW-POROSITY CLAY SOILS [J].
BALDI, G ;
HUECKEL, T ;
PELLEGRINI, R .
CANADIAN GEOTECHNICAL JOURNAL, 1988, 25 (04) :807-825
[4]   Cement-bentonite-iron interactions on small scale tests for testing performance of bentonites as a barrier in high-level radioactive waste repository concepts [J].
Balmer, Sandra ;
Kauthold, Stephan ;
Dohrmann, Reiner .
APPLIED CLAY SCIENCE, 2017, 135 :427-436
[5]   MECHANISMS OF OSMOTIC FLOW AND VOLUME CHANGE IN CLAY SOILS [J].
BARBOUR, SL ;
FREDLUND, DG .
CANADIAN GEOTECHNICAL JOURNAL, 1989, 26 (04) :551-562
[6]  
Carnahan C.L., 1983, MRS P, V26, P1023
[7]   MECHANISM OF ADSORPTION AND DESORPTION OF WATER-VAPOR BY HOMOIONIC MONTMORILLONITE .1. THE SODIUM-EXCHANGED FORM [J].
CASES, JM ;
BEREND, I ;
BESSON, G ;
FRANCOIS, M ;
URIOT, JP ;
THOMAS, F ;
POIRIER, JE .
LANGMUIR, 1992, 8 (11) :2730-2739
[8]   Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite [J].
Castellanos, E. ;
Villar, M. V. ;
Romero, E. ;
Lloret, A. ;
Gens, A. .
PHYSICS AND CHEMISTRY OF THE EARTH, 2008, 33 :S516-S526
[9]   Thermal Volumetric Behaviour of Compacted GMZ Bentonite Saturated with Salt Solution [J].
Chen, Yong-Gui ;
Dong, Xin-xin ;
Zhang, Xu-dong ;
Ye, Wei-Min ;
Cui, Yu-Jun .
PROCEEDINGS OF THE 8TH INTERNATIONAL CONGRESS ON ENVIRONMENTAL GEOTECHNICS, VOL 3: TOWARDS A SUSTAINABLE GEOENVIRONMENT, 2019, :57-64
[10]   Combined thermal and saline effects on the swelling pressure of densely compacted GMZ bentonite [J].
Chen, Yong-Gui ;
Dong, Xin-Xin ;
Zhang, Xu-Dong ;
Ye, Wei-Min ;
Cui, Yu-Jun .
APPLIED CLAY SCIENCE, 2018, 166 :318-326