Experimental research on water retention and gas permeability of compacted bentonite/sand mixtures

被引:27
作者
Liu, Jiang-Feng [1 ,2 ]
Skoczylas, Frederic [1 ]
Liu, Jian [3 ]
机构
[1] Ecole Cent Lille, LML, F-59651 Villeneuve Dascq, France
[2] China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Peoples R China
[3] BRIUG, CNNC, Beijing 100029, Peoples R China
关键词
Radioactive waste repositories; Bentonite/sand mixture; Water retention capacity; Gas permeability; HYDRAULIC CONDUCTIVITY; HYDROMECHANICAL BEHAVIOR; MECHANICAL BEHAVIOR; SWELLING BEHAVIOR; TEMPERATURE; CHEMISTRY; PRESSURE; VOLUME; SOILS;
D O I
10.1016/j.sandf.2014.09.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Highly compacted bentonite-based materials are often considered as buffer or sealing materials for deep high-level radioactive waste repositories. In situ, the initial state of bentonite-based materials is only partially saturated, which has a very high suction that will protnote water absorption from the host rock. In addition, a gradient of water saturation will be formed between the external part and the central part of the compacted bentonite blocks. In this paper, water retention tests, under both constant-volume and free-swelling conditions, were performed to investigate the suction behavior of a compacted bentonite/sand mixture. In order to investigate the sealing ability of the partially saturated bentonite/sand mixture, gas permeability tests were also carried out under the in situ confining stress. It was found that the confining conditions have a limited effect on the water retention capacity of the compacted bentonite/sand mixture at lower levels of relative humidity (RH), while this influence is significant at higher RH levels. The results of gas permeability tests show that gas permeability is very sensitive to the water content and the confining pressure. When the sample (stable at RH=98%) was subjected to a in situ confining pressure (7-8 MPa), the gas permeability was very low (1.83x10(-14) m/s) which indicates that gas tightness can be obtained even though the sample is not fully saturated. (C) 2014 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved.
引用
收藏
页码:1027 / 1038
页数:12
相关论文
共 56 条
[1]   Influence of pore water chemistry on the swelling behavior of compacted clays [J].
Abdullah, WS ;
Alshibli, KA ;
Al-Zou'bi, MS .
APPLIED CLAY SCIENCE, 1999, 15 (5-6) :447-462
[2]   Measurements of suction versus water content for bentonite-sand mixtures [J].
Agus, Setianto Samingan ;
Schanz, Tom ;
Fredlund, Delwyn G. .
CANADIAN GEOTECHNICAL JOURNAL, 2010, 47 (05) :583-594
[3]  
Alonso E., 2006, Journal of Iberian Geology, V32, P175
[4]  
Andra D., 2005, CRPASCM040015B
[5]  
[Anonymous], [No title captured]
[6]  
Barnichon J.D., 2009, Sealing Experiments at the Tournemire URL
[7]   The temperature effects on hydraulic conductivity of compacted bentonite [J].
Cho, WJ ;
Lee, JO ;
Chun, KS .
APPLIED CLAY SCIENCE, 1999, 14 (1-3) :47-58
[8]   Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions [J].
Cui, Y. J. ;
Tang, A. M. ;
Loiseau, C. ;
Delage, P. .
PHYSICS AND CHEMISTRY OF THE EARTH, 2008, 33 (SUPPL. 1) :S462-S471
[9]   THERMAL-MECHANICAL BEHAVIOR OF COMPACTED GMZ BENTONITE [J].
Cui, Yu-Jun ;
Tang, Anh-Minh ;
Qian, Li-Xin ;
Ye, Wei-Min ;
Chen, Bao .
SOILS AND FOUNDATIONS, 2011, 51 (06) :1065-1074
[10]  
Delage P., 1998, P 2 INT C UNS SOILS, V1, P344