Bird P. 1984. Hydration phase diagrams and friction of montmorillonite under laboratory and geologic conditions, with implications for shale compaction, slope stability, and strength of fault gauge[J]. Tectonophysics,107(3-4):235~260.Gray M N,Cheung S C,Dixon D A. 1984. Influence of sand content on swelling pressures and structure developed in statically compacted Na-bentonite[M]. Mississauga:Atomic Energy of Canada Limited.Imbert C,Olchitzky E,Lassabatere T,et al. 2005. Evaluation of a thermal criterion for an engineered barrier system[J]. Engineering Geology,81(3):269~283.Komine H,Ogata N. 1994. Experimental study on swelling characteristics of compacted bentonite[J]. Canadian Geotechnical Journal,31(4):478~490.Komine H,Ogata N. 1996. Prediction for swelling characteristics of compacted bentonite[J]. Canadian Geotechnical Journal,33(1):11~22.Li X M,Wang Y H. 2003. Regressive analysis of swelling and shrinkage deformation rule of expansive soils[J]. Journal of Xiangtan Mining Institute,18(2):30~33.Liu Q S,Wang Z J. 2002. Influence factors of sand-bentonite mixtures on the swelling pressure[J]. Chinese Journal of Rock Mechanics and Engineering,21(7):1054~1058.Liu Y M,Xu G Q,Liu S F,et al. 2001. Study on compatibility and swelling property of buffer/backfill material for HLW repository[J]. Uranium Geology,17(1):44~47.Marcial D,Delage P,Rui Z X,et al. 2006. Ageing effects in a compacted bentonite:a microstructure approach[J]. Gétechnique,56(5):291~304.Pusch R. 1982. Mineral-water interactions and their influence on the physical behavior of highly compacted Na bentonite[J]. Canadian Geotechnical Journal,19(3):381~387.Qian L X. 2007. A fundamental study of GMZ bentonite as buffer material in deep geological disposal for high-level radioactive waste[D]. Shanghai:Tongji University.Qin B,Chen Z H,Liu Y M,et al. 2009. Characteristics of 3D swelling pressure of GMZ001 bentonite[J]. Chinese Journal of Geotechnical Engineering,31(5):756~763.Shen Z Y. 2001. Latest advances in HLW geological disposal in the world[J]. Chinese Geology,28(12):19~21.Sposito G,Prost R. 1982. Structure of water adsorbed on smectites[J]. Chemical Reviews,82(6):553~573.Suzuki S,Prayongphan S,Ichikawa Y,et al. 2005. In situ observations of the swelling of bentonite aggregates in NACL solution[J]. Applied Clay Science,29(2):89~98.Wang J. 2007. Geological disposal of high level radio active waste:progress and challenges[J]. Engineering Science,10(3):58~64.Wang J,Su R,Chen W M,et al. 2006. Deep geological disposal of high-level radioactive wastes in China[J]. Chinese Journal of Rock Mechanics and Engineering,25(4):649~658.Xie Y,Chen Z H,Li G,et al. 2006. Test research on three-dimensional swelling pressure of Nanyang expansive soil[J]. Journal of Logistical Engineering University,1:11~14.Xie Y,Chen Z H,Sun S G,et al. 2007. Test research on three-dimensional swelling pressure of remolded expansive clay[J]. Rock and Soil Mechanics,28(8):1636~1642.Xu G Q. 1996. Selection of buffer/backfill materials and their additives[J]. Uranium Geology,12(4):238~244.Xu G Q,Li Y L,Gu Q F,et al. 1996. Selection of bentonite deposits[M]. Beijing:Beijing Research Institute of Uranium Geology, 1996.Xu Y F,Xiang G S,Chu F F,et al. 2014. Fractal model for swelling deformation of bentonite[J]. Journal of Engineering Geology,22(5):785~791.Yang C Q,Dong D,Tan B,et al. 2014. Laboratory tests on three-directional swelling deformation of remolded expansive soil[J]. Journal of Engineering Geology,22(2):188~195.Ye W M,Huang Y,Cui Y J,et al. 2005. Microstructural changing characteristics of densely compacted bentonite with suction under unconfined hydrating conditions[J]. Chinese Journal of Rock Mechanics and Engineering,24(24):4570~4575.Ye W M,Qian L X,Chen B,et al. 2009. Characteristics of micro-structure of densely compacted Gaomiaozi bentonite[J]. Journal of Tongji University(Natural Science),37(1):31~35.Ye W M,Schanz T,Qian L X,et al. 2007. Characteristics of swelling pressure of densely compacted Gaomiaozi bentonite GMZ01[J]. Chinese Journal of Rock Mechanics and Engineering,26(S2):3861~3865.李献民,王永和. 2003. 膨胀黏土胀缩变形规律的回归分析[J]. 湘潭矿业学院学报,18(2):30~33.刘泉声,王志俭. 2002. 砂-膨润土混合物膨胀力影响因素的研究[J]. 岩石力学与工程学报,21(7):1054~1058.刘月妙,徐国庆,刘淑芬,等. 2001. 我国高放废物处置库缓冲/回填材料压实膨胀特性研究[J]. 铀矿地质,17(1):44~47.钱丽鑫. 2007. 高放废物深地质处置库缓冲材料-高庙子膨润土基本特性研究[D]. 上海:同济大学.秦冰,陈正汉,刘月妙,等. 2009. 高庙子膨润土GMZ001三向膨胀力特性研究[J]. 岩土工程学报,31(5):756~763.沈珍瑶. 2001. 世界各国高放废物地质处置最新进展[J]. 中国地质,28(12):19~21.王驹. 2007. 高放废物地质处置:进展与挑战[J]. 中国工程科学,10(3):58~64.王驹,苏锐,陈伟明,等. 2006. 中国高放废物深地质处置[J]. 岩石力学与工程学报,25(4):649~658.谢云,陈正汉,李刚,等. 2006. 南阳膨胀土三向膨胀力规律研究[J]. 后勤工程学院学报,1:11~14.谢云,陈正汉,孙树国,等. 2007. 重塑膨胀土的三向膨胀力试验研究[J]. 岩土力学,28(8):1636~1642.徐国庆. 1996. 缓冲/回填材料与添加剂的选择[J]. 铀矿地质,12(4):238~244.徐国庆,李永利,顾绮芳,等. 1996. 膨润土矿床筛选[M]. 北京:核工业北京地质研究院.徐永福,项国圣,褚飞飞,等. 2014. 膨润土膨胀变形的分形模型[J]. 工程地质学报,22(5):785~791.杨长青,董东,谭波,等. 2014. 重塑膨胀土三向膨胀变形试验研究[J]. 工程地质学报,22(2):188~195.叶为民,黄雨,崔玉军,等. 2005. 自由膨胀条件下高压密膨胀黏土微观结构随吸力变化特征[J]. 岩石力学与工程学报,24(24):4570~4575.叶为民,钱丽鑫,陈宝,等. 2009. 高压实高庙子膨润土的微观结构特征[J]. 同济大学学报(自然科学版),37(1):31~35.叶为民,Schanz T,钱丽鑫,等. 2007. 高压实高庙子膨润土GMZ01的膨胀力特征[J]. 岩石力学与工程学报,26(增2):3861~3865.
|