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Experimental research on water retention and gas permeability of compacted bentonite/sand mixtures
Affiliation:1. Laboratoire de Mécanique de Lille (LML), Ecole Centrale de Lille, BP 48, F-59651 Villeneuve d?Ascq Cedex, France;2. State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou 221116, China;3. CNNC Beijing Research Institute of Uranium Geology (BRIUG), Beijing 100029, China
Abstract: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 promote 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 (1.83×10–14 m/s) which indicates that gas tightness can be obtained even though the sample is not fully saturated.
Keywords:Radioactive waste repositories  Bentonite/sand mixture  Water retention capacity  Gas permeability
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