［1］ ATKINSON A. The time dependence of ph within a repository for radioactive waste

disposal ［R］. U.K: Harwell Laboratory, 1985.

［2］ ANDERSON K, ALLARD B, BENGTSSON M, et al. Chemical composition of cement pore

solutions ［J］. Cement and Concrete Research, 1989, 19 (3): 327-332.

［3］ BERNER U R. Evolution of pore water chemistry during degradation of cement in a

radioactive waste repository environment ［J］. Waste Management, 1992, 12(2/3): 201-

219.

［4］ SAVAGE D, WALKER C, ARTHUR R. Alteration of bentonite by hyperalkaline fluids: a

review of the role of secondary minerals ［J］. Physics and Chemistry of the Earth,

2007, 32(1/2/3/4/5/6/7): 287-297.

［5］ DENEELE D, CUISINIER O, HALLAIRE V, et al. Micostructural evolution and physic-

chemical behavior of compacted clayey soil submitted to an alkaline PLUME ［J］.

Jounral of Rock Mechanics and Geotechnical Engineering, 2010, 2(2): 169-177.

［6］ SUZUKI S, PRAYONGPHAN S, ICHIKAWA Y, et al. In situ observations of the swelling

of bentonite aggregates in NaCl solution ［J］. Applied Clay Science, 2005, 29(2): 89-

98.

［7］ LLORET A, VILLAR M V. Advances on the knowledge of the thermo-hydro-mechanical

behavior of heavily compacted “FEBEX” bentonite ［J］. Physics and Chemistry of the

Earth, 2007, 32(8/9/10/11/12/13/14): 701-715.

［8］ PUSCH R, KARNLAND O, HOKMARK H. The microstructure of MX-80 clay with respect to

its bulk physical properties under different environmental conditions ［R］. Stockholm

Sweden: Swedish Nuclear Fuel and Waste Management Co. (SKB), 2001.

［9］ SPOSITO G, PROST R. Structure of water adsorbed on smectites ［J］. Chemical

Reviews, 1982, 82(6): 553-573.

［10］ BIRD P. 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, 1984, 107(3/4): 235-260.

［11］ 叶为民,钱丽鑫,陈宝,等. 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, 2009, 37(1): 31-35.

YE Wei-min, QIAN Li-xin, CHEN Bao, et al. Characteristics of micro-structure of densely

compacted Gaomiaozi bentonite ［J］. Journal of Tongji University: Natural Science,

2009, 37(1): 31-35.

［12］ 万敏. 温控条件下高压实膨润土土水特征与渗透特性研究［D］. 上海:同济大学, 2010.

WAN Min. Study on soil-water characteristics and permeability of highly compacted GMZ

bentonite with temperature control ［D］. Shanghai: Tongji University, 2010.

［13］ 钱丽鑫. 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, 2007.

QIAN Li-xin. A fundamental study of GMZ bentonite as buffer material in deep geological

disposal for high-level radioactive waste ［D］. Shanghai: Tongji University, 2007.

［14］ LEHIKOINEN J, CARLSSON T, MUURINEN A, et al. Evaluation of factors affecting

diffusion in compacted bentonite ［C］∥ Proceedings of the 1995 MRS Fall Symposium.

Boston: Materials Research Society, 1996: 675-682.

［15］ NAKAYAMA S, SAKAMOTO Y, YAMAGUCHI T, et al. Dissolution of montmorillonite in

compacted bentonite by highly alkaline aqueous solutions and diffusivity of hydroxide

ions ［J］. Applied Clay Science, 2004, 27(1/2): 53-65.

［16］ YAMAGUCHI T, SAKAMOTO Y, AKAI M, et al. Experimental and modeling study on long

-term alteration of compacted bentonite with alkaline groundwater ［J］. Physics and

Chemistry of the Earth, 2007, 32(1/2/3/4/5/6/7): 298-310.

［17］ CUISINIER O, MASROURI F, PELLETIER M, et al. Microstructure of a compacted soil

submitted to an alkaline PLUME ［J］. Applied Clay Science, 2008, 40(1/2/3/4): 159-170.

［18］ FERNNDEZ R, CUEVAS J, SNCHEZ L, et al. Reactivity of the cement-bentonite

interface with alkaline solutions using transport cells ［J］. Applied Geochemistry,

2006, 21(6): 977-992.

［19］ SAVAGE D, NOY D, MIHARA M. Modelling the interaction of bentonite with

hyperalkaline uids ［J］. Applied Geochemistry, 2002, 17(3): 207-223.

［20］ 叶为民,钱丽鑫,陈宝,等. 侧限状态下高压实高庙子膨润土非饱和渗透性的试验研究［J］.

岩土工程学报, 2009, 31 (1): 105-108.

YE Wei-min, QIAN Li-xin, CHEN Bao, et al. Laboratory test on unsaturated hydraulic

conductivity of densely compacted Gaomiaozi Bentonite under confined conditions ［J］.

Chinese Journal of Geotechnical Engineering, 2009, 31 (1): 105-108.

［21］ 温志坚. 中国高放废物处置库缓冲材料物理性能［J］. 岩石力学工程学报, 2006, 25 (4):

794-800.

WEN Zhi-jian. Physical property of China’s buffer material for high-level radioactive

waste repositories ［J］. Chinese Journal of Rock mechanics and Engineering, 2006, 25

(4): 794-800.

［22］ 郭永海,王驹,吕川河,等. 高放废物处置库甘肃北山野马泉预选区地下水化学特征及水-岩作

用模拟［J］. 地学前缘, 2005, 12(增1): 117123.

GUO Yong-hai, WANG Ju, LV Chuan-he, et al. Chemical characteristics of groundwater and

water-rock interaction: modeling of Yemaquan preselected area for China’s high level

radioactive waste repository ［J］. Earth Science Frontiers, 2005, 12 (supp.l): 117-

123.

［23］ KARNLAND O, OLSSON S, NILSSON U, et al. Experimentally determined swelling

pressures and geochemical interactions of compacted Wyoming bentonite with highly

alkaline solutions ［J］. Physics and Chemistry of the Earth, 2007, 32(1/2/3/4/5/6/7):

275-286.

［24］ 陈萍. 高碱性环境中高庙子膨润土的膨胀渗透性能研究［D］. 上海:同济大学, 2011.

CHEN Ping. Performance of compacted GMZ bentonite submitted to hyper-alkaline solution

［D］. Shanghai: Tongji University, 2011.

［25］ PUSCH R, ZWAHR H, GERBER R, et al. Interaction of cement and smectitic clay:

theory and practice ［J］. Applied Clay Science, 2003, 23(1/2/3/4): 203210.

［26］ 陈宝, 张会新, 陈萍. 高碱性溶液对高庙子膨润土溶蚀作用的研究［J］. 岩石力学工程学

报, 2012, 31(7): 1478-1483.

CHEN Bao, ZHANG Hui-xin, CHEN Ping. Laboratory test on unsaturated hydraulic

conductivity of densely compacted Gaomiaozi bentonite under confined conditions ［J］.

Chinese Journal of Rock Mechanics and Engineering, 2012, 31(7): 1478-1483.