[1] 秦冰,陈正汉,刘月妙,等. GMZ膨润土的胀缩变形特性及其影响因素研究[J]. 岩土工程学报,2008,30(7):1 005-1 010. QIN Bing, CHEN Zhenghan, LIU Yuemiao, et al. Swelling-shrinkage behavior of Gaomiaozi bentonite [J]. Chinese Journal of Geotechnical Engineering, 2008,30(7): 1 005-1 010. [2] 李培勇,杨庆,栾茂田,等. 膨润土加砂混合物膨胀特性研究[J]. 岩土力学,2009,30(5):1 333-1 342. LI Peiyong, YANG Qing, LUAN Maotian, et al. Study of swelling properties of bentonite-sand mixture [J]. Rock and Soil Mechanics, 2009,30(5):1 333-1 342. [3] 胡畔,杨庆. 膨润土加砂混合物膨胀特征试验研究[J].岩土力学,2012,33(2):453-458. HU Pan, YANG Qing. Experimental study of swelling characteristics of bentonite-sand mixture [J]. Rock and Soil Mechanics, 2012, 33(2):453-458. [4] Chen Wenchuan, Huang Weihsing. Effect of groundwater chemistry on the swelling behavior of a Ca-bentonite for deep geological repository[J]. Physics and Chemistry of the Earth, 2013, 65:42-49. [5] Nguyen X P, Cui Y J, Tang A M,et al. Effects of pore water chemical composition on the hydro-mechanical behavior of natural stiff clays[J]. Engineering Geology, 2013, 166:52-64. [6] Zhu Chunming,Ye Weimin,Chen Yonggui,et al. Influence of salt solutions on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite[J]. Engineering Geology, 2013, 166:74-80. [7] Ye W M, Zheng Z J, Chen B,et al. Effects of pH and temperature on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite[J]. Applied Clay Science, 2014, 101:192-198. [8] Ye W M, Borrell N C, Zhu J Y, et al. Advances on the investigation of the hydraulic behavior of compacted GMZ bentonite [J]. Engineering Geology, 2014, 169:41-49. [9] Garcia-Gutierrez M, Cormenzana J L, Missana T, et al. Diffusion of strongly sorbing cations (60Co and 152Eu) in compacted FEBEX bentonite [J]. Physics and Chemistry of the Earth, 2011, 36:1 708-1 713. [10] 叶为民,赖小玲,刘毅,等. GMZ膨润土微观结构时效性试验研究[J]. 岩土工程学报,2013,35(12):2 255-2 261. YE Weimin, LAI Xiaoling, LIU Yi, et al. Experimental study on ageing effects on microstructure of unsaturated GMZ01 bentonite [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12):2 255-2 261. [11] 刘月妙,温志坚. 用于高放射性废物深地质处置的粘土材料研究[J].矿物岩石,2003,23(4):42-45. LIU Yuemiao, WEN Zhijian. Study on clay-based materials for the repository of high level radioactive waste [J]. Journal of Mineralogy and Petrology, 2003,23(4):42-45. [12] 中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.膨润土:GB/T 20973—2007[S].北京:中国标准出版社, 2007. [13] Wersin P, Curti E, Appelo C A J. Modelling bentonite-water interactions at high solid/liquid ratios: swelling and diffuse double layer effects [J]. Applied Clay Science, 2004, 26: 249-257. [14] Tiziana Missana,Ursula Alonso,NairobyAlbarran,et al. Analysis of colloids erosion from the bentonite barrier of a high level radioactive waste repository and implications in safety assessment[J]. Physics and Chemistry of the Earth, 2011, 36:1 607-1 615. [15] Min Hoon,Baik, Seung Yeop Lee. Colloidal stability of bentonite clay considering surface charge properties as a function of pH and ionic strength [J]. Journal of Insustrial and Engineering Chemistry,2010, 16:837-841. |