Experimental study on the swelling behaviour of bentonite/claystone mixture

被引:207
作者
Wang, Qiong [1 ]
Tang, Anh Minh [1 ]
Cui, Yu-Jun [1 ]
Delage, Pierre [1 ]
Gatmiri, Behrouz
机构
[1] Ecole Ponts ParisTech, UR Navier CERMES, F-77455 Marne La Vallee, France
关键词
Bentonite/claystone mixture; Swelling pressure; Water chemistry effect; Long term behaviour; Final density; Correlation; HYDROMECHANICAL BEHAVIOR; THERMOMECHANICAL BEHAVIOR; HYDRAULIC CONDUCTIVITY; COMPACTED BENTONITE; SHRINK BEHAVIOR; BUFFER MATERIAL; PRESSURE; SUCTION; DENSITY; IMPACT;
D O I
10.1016/j.enggeo.2011.10.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A mixture of the MX80 bentonite and the Callovo-Oxfordian (COx) claystone were investigated by carrying out a series of experiments including determination of the swelling pressure of compacted samples by constant-volume method, pre-swell method, zero-swell method and swell-consolidation method. Distilled water, synthetic water and humidity controlled vapour were employed for hydration. Results show that upon wetting the swelling pressure increases with decreasing suction; however, there are no obvious effects of synthetic water chemistry and hydration procedure on the swelling behaviour in both short and long terms. For the same initial dry density, the swelling pressure decreases with increasing pre-swell strain; whereas there is a well defined logarithmic relation between the swelling pressure and final dry density of the sample regardless of the initial dry densities and the experimental methods. It was also found that swelling pressure depends on the loading-wetting conditions as a consequence of the different microstructure changes occurred in different conditions. Furthermore, it was attempted to elaborate a general relationship between the swelling pressure and the final dry density for various reference bentonites. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:59 / 66
页数:8
相关论文
共 69 条
[1]  
Abdullah I., 1998, P 2 INT C UNS SOILS, V1
[2]  
Agus S.S, 2005, THESIS WEIMAR
[3]  
Agus SS, 2005, SPRINGER PROC PHYS, V93, P241
[4]  
Andra, 2005, CRPASCM040015B ANDR, V4
[5]  
[Anonymous], 1998, Geotechnical and Geological Engineering, DOI DOI 10.1023/A:1008819025348
[6]  
Arifin Y. F, 2008, THESIS WEIMAR
[7]  
Attom MF, 2001, GEOTECH TEST J, V24, P157
[8]  
Barnichon J.D., 2009, Sealing Experiments at the Tournemire URL
[9]   Laboratory assessment of swelling pressure of expansive soils [J].
Basma, A.A. ;
Al-Homoud, A.S. ;
Husein, A. .
Applied Clay Science, 1995, 9 (05)
[10]   WATER-FLOW AND SWELLING PRESSURE IN NON-SATURATED BENTONITE-BASED CLAY BARRIERS [J].
BORGESSON, L .
ENGINEERING GEOLOGY, 1985, 21 (3-4) :229-237