[1] Du Zhida, Guan Jiaru. Temperature control measures and crack treatment in Guanyinge dam construction[J]. Water Resources and Hydropower Engineering, 1995(9):46-50.[杜志达, 关佳茹. 观音阁水库大坝施工中的温控措施及裂缝处理[J]. 水利水电技术, 1995(9):46-50.] [2] Liu Hongrong, Zhou Ping. Construction of sand and gravel dam of concrete facing in high-elevation areas in China[J]. Water Resources and Hydropower Engineering, 1996(8):68-74.[刘宏荣, 周平. 国内海拔最高的混凝土面板砂砾石坝施工[J]. 水利水电技术, 1996(8):68-74.] [3] Wu Yani, Wang Rongjing. On temperature control measures of Tashir rolling concrete dam in Mongolia in winter[J]. Enterprise Science and Technology & Development, 2013(4):32-34.[吴亚妮, 王荣晶. 蒙古国泰西尔碾压混凝土大坝冬季施工温控措施[J]. 企业科技与发展, 2013(4):32-34.] [4] Zhu Chunxiang, Qu Jingtao, Li Qinsheng. Construction quality and schedule controlling of Lianhua dam in winter[J]. Water Power, 1998(10):17-19.[朱纯祥, 曲景涛, 李秦生. 莲花水电站大坝冬季施工质量、进度控制[J]. 水力发电, 1998(10):17-19.] [5] Hao Changfu, Hua Hongliang, Xi Xiangjun, et al. Construction of the RCC dam for Longshou hydropower station[J]. Water Power, 2001(10):29-30.[郝长福, 花红亮, 奚向军, 等. 龙首水电站碾压混凝土大坝施工[J]. 水力发电, 2001(10):29-30.] [6] Wang Quan, Zhou Yiwen. Construction management and technology for dam of Jilintai-I hydropower station[J]. Water Resources and Hydropower Engineering, 2013(4):116-120.[王泉, 周怡文. 新疆吉林台一级水电站大坝施工管理及施工技术[J]. 水利水电技术, 2013(4):116-120.] [7] Que Pilin. Construction of gravel core wall of Shuiniujia dam in winter[J]. Water Resources and Hydropower Construction, 1996(8):68-74.[阙丕林. 水牛家电站大坝碎石土心墙冬季施工研究[J]. 水利水电施工, 1996(8):68-74.] [8] Wu Ziwang, Ma Wei. Strength and creep of frozen soil[M]. Lanzhou:Lanzhou University Press, 1994.[吴紫汪, 马巍. 冻土强度与蠕变[M]. 兰州:兰州大学出版社, 1994.] [9] Ma Wei, Wang Dayan. Frozen soil mechanics[M]. Beijing:Science Press, 2014.[马巍, 王大雁. 冻土力学[M]. 北京:科学出版社, 2014.] [10] Lai Yuanming, Xu Xiangtian, Dong Yuanhong, et al. Present situation and prospect of mechanical research on frozen soils in China[J]. Cold Regions Science and Technology, 2013, 87:6-18. [11] Wang Bi, Wang Qifeng, Zhou Jun. Construction of anti-seepage materials of Xiaolangdi dam in winter[J]. Northwest Water Power, 1999(4):36-39.[王碧, 王其峰, 周俊. 小浪底大坝防渗土料的冬季施工[J]. 西北水电, 1999(4):36-39.] [12] Qi Jilin, Vermeer P A, Cheng Guodong. A review of the influence of freeze-thaw cycles on soil geotechnical properties[J]. Permafrost and Periglacial Process, 2006, 17(3):245-252. [13] Zheng Yun, Ma Wei, Bing Hui. Impact of freezing and thawing cycles on the structures of soil and a quantitative approach[J]. Journal of Glaciology and Geocryology, 2015, 37(1):132-137.[郑郧, 马巍, 邴慧. 冻融循环对土结构性影响的机理与定量研究方法[J]. 冰川冻土, 2015, 37(1):132-137.] [14] Ni Wankui, Shi Huaqiang. Influence of freezing-thawing cycles on micro-structure and shear strength of loess[J]. Journal of Glaciology and Geocryology, 2014, 36(4):922-927.[倪万魁, 师华强. 冻融循环作用对黄土微结构和强度的影响[J]. 冰川冻土, 2014, 36(4):922-927.] [15] Cui Honghuan, Liu Jiankun, Zhang Liqun, et al. Research on damage mechanics of modified-soil in cold regions subgrade coupling action of freeze-thaw and load[J]. Journal of Glaciology and Geocryology, 2016, 38(4):1183-1188.[崔宏环, 刘建坤, 张立群, 等. 寒区路基改良土冻融循环与荷载耦合作用下损伤力学研究[J]. 冰川冻土, 2016, 38(4):1183-1188.] [16] Li Li, Zhang Kun, Zhang Qinglong, et al. Experimental study on the loess strength degradation characteristics under the action of dry-wet and freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2016, 38(4):1142-1149.[李丽, 张坤, 张青龙, 等. 干湿和冻融循环作用下黄土强度劣化特性试验研究[J]. 冰川冻土, 2016, 38(4):1142-1149.] [17] Chamberlain E J, Gow A J. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology, 1979, 13(1/2/3/4):73-92. [18] Zimmie T F, La Plante C. The effect of freeze-thaw cycles on the permeability of a fine-grained soil[C]//Proceedings of the 22nd Mid-Atlantic Industrial Waste Conference. Pennsylvania, PA, USA:Drexel University, 1990:580-593. [19] Benson C H, Othman M A. Hydraulic conductivity of compacted clay frozen and thawed in situ[J]. Journal of Geotechnical Engineering, 1993, 119(2):276-294. [20] Kim W H, Daniel D E. Effects of freezing on hydraulic conductivity of compacted clay[J]. Journal of Geotechnical Engineering, 1992, 118(7):1083-1097. [21] Eigenbrod K D. Effects of cyclic freezing and thawing on volume changes and permeability of soft fine-grained soils[J]. Canadian Geotechnical Journal, 1996, 33(4):529-537. [22] Viklander P. Permeability and volume changes in till due to cyclic freeze-thaw[J]. Canadian Geotechnical Journal, 1998, 35(3):471-477. [23] Wang Dayan, Ma Wei, Niu Yonghong, et al. Effect of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay[J]. Cold Regions Science and Technology, 2007, 48:34-43. [24] Mu Yanhu, Ma Wei, Li Guoyu, et al. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12):1919-1925.[穆彦虎, 马巍, 李国玉, 等. 冻融循环对压实黄土结构影响的微观定量研究[J]. 岩土工程学报, 2011, 33(12):1919-1925.] [25] Zheng Yun, Ma Wei, Mu Yanhu, et al. Analysis of soil structures and the mechanisms under action of freezing and thawing cycles[C]//Proceeding of 16th International Conference on Cold Regions Engineering. Salt Lake City, UT, USA:ASCE, 2015:25-33. [26] Specifications for rolled earth-rock fill dam construction:DL/T 5129-2001[S]. Beijing:China Electric Power Press, 2013.[碾压式土石坝施工规范:DL/T 5129-2001[S]. 北京:中国电力出版社, 2013.] [27] Xu Xuezu, Wang Jiacheng, Zhang Lixin. Frozen soil physics[M]. Beijing:Science Press, 2001:9-12.[徐学祖, 王家澄, 张立新. 冻土物理学[M]. 北京:科学出版社, 2001:9-12.] |