[1] Wei Yiming. The research on the complexity of natural disasters[J]. Scientia Geographica Sinica, 1998, 18(1):30-36.[魏一鸣. 自然灾害复杂性研究[J]. 地理科学, 1998, 18(1):30-36.][2] Chen Xingmin. The probe into the chain on the natural disasters[J]. Journal of Southwest China Normal University:Philosophy & Social Sciences Edition, 1998, 25(2):122-125.[陈兴民. 自然灾害链式特征探论[J]. 西南师范大学学报:人文社会科学版, 1998, 25(2):122-125.][3] Wei Yiming. Complexity theory of flood disaster[J]. Chinese Journal of Nature, 1999, 21(3):139-142.[魏一鸣. 洪水灾害研究的复杂性理论[J]. 自然杂志, 1999, 21(3):139-142.][4] Xiao Shengxie. Originality structure sketch on chain-styled theory of disaster in eco-environment[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2593-2602.[肖盛燮. 生态环境灾变链式理论原创结构梗概[J]. 岩石力学与工程学报, 2006, 25(S1):2593-2602.][5] Liu Wenfang, Xiao Shengxie, Sui Yanchun, et al. Analysis of natural disaster chain and chain-cutting disaster mitigation mode[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2675-2681.[刘文方, 肖盛燮, 隋严春, 等. 自然灾害链及其断链减灾模式分析[J]. 岩石力学与工程学报, 2006, 25(S1):2675-2681.][6] Zhang Xuefu, Zhang Yaonan, Liang Bo, et al. Study on chain-styled mechanism and new-typed chain-cutting method for water leakage disaster in Kunlun Mountain Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2719-2729.[张学富, 张耀南, 梁波, 等. 昆仑山隧道漏水灾害的链式机制及断链新措施[J]. 岩石力学与工程学报, 2006, 25(S1):2719-2729.][7] Fan Haijun, Xiao Shengxie, Hao Yanguang, et al. Study on structural relation of chain effects on natural disaster and its complexity[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2603-2611.[范海军, 肖盛燮, 郝艳广, 等. 自然灾害链式效应结构关系及其复杂性规律研究[J]. 岩石力学与工程学报, 2006, 25(S1):2603-2611.][8] Li Xuejun, Fei Liangjun, Li Gaiqin. Model of coupled heat-fluid transport of U-shape canal lining with concrete during seasonal freezing and thawing stage[J]. Transactions of the Chinese Society of Agricultural, 2008, 24(1):13-17.[李学军, 费良军, 李改琴. 大型U形混凝土衬砌渠道季节性冻融水热耦合模型研究[J]. 农业工程学报, 2008, 24(1):13-17.][9] Chen Tao, Wang Zhengzhong, Zhang Aijun. The test for frost heaving damage mechanism in U-shape channel[J]. Journal of Irrigation and Drainage, 2006, 25(2):8-11.[陈涛, 王正中, 张爱军. 大U形渠道冻胀机理试验研究[J]. 灌溉排水学报, 2006, 25(2):8-11.][10] Wang Zhengzhong. Establishment and application of mechanics model of forst heaving damage of concrete lining trapezoidal open canal[J]. Transactions of the Chinese Society of Agricultural Engineering, 2004, 20(3):24-29.[王正中. 梯形渠道砼衬砌冻胀破坏的力学模型研究[J]. 农业工程学报, 2004, 20(3):24-29.][11] Shi Jiao, Wang Zhengzhong, Zhang Fengli, et al. Development and application of frost-heaving fracture damage mechanical model for concrete lining channel with arc-bottom trapezoidal at high groundwater level[J]. Journal of Northwest A&F University:Natural Science Edition, 2015, 43(1):213-219.[石娇, 王正中, 张丰丽, 等. 高地下水位弧底梯形混凝土衬砌渠道冻胀断裂破坏力学模型及应用[J]. 西北农林科技大学学报:自然科学版, 2015, 43(1):213-219.][12] An Peng, Xing Yichuan, Zhang Aijun, et al. Study of design method and numerical simulation for anti-frost heave cushion of canal[J]. Rock and Soil Mechanics, 2013, 34(S2):257-271.[安鹏, 邢义川, 张爱军, 等. 渠道抗冻胀垫层设计方法研究与数值模拟[J]. 岩土力学, 2013, 34(S2):257-271.][13] Li Anyuan, Niu Yonghong, Niu Fujun, et al. Research status of frost heaving properties and controlling measures of coarse grained soil[J]. Journal of Glaciology and Geocryology, 2015, 37(1):202-210.[李安原, 牛永红, 牛富俊, 等. 粗颗粒土冻胀特性和防治措施研究现状[J]. 冰川冻土, 2015, 37(1):202-210.][14] Du Yizhen, Li Ren, Wu Tonghua, et al. Study of soil thermal conductivity:research status and advances[J]. Journal of Glaciology and Geocryology, 2015, 37(4):1067-1074.[杜宜臻, 李韧, 吴通华, 等. 土壤热导率的研究现状及其进展[J]. 冰川冻土, 2015, 37(4):1067-1074.][15] Liu Weimin, He Ping, Zhang Zhao. A calculation method of thermal conductivity of soils[J]. Journal of Glaciology and Geocryology, 2002, 24(6):770-773.[刘为民, 何平, 张钊. 土体导热系数的评价与计算[J]. 冰川冻土, 2002, 24(6):770-773.][16] Zeng Guijun, Zhang Mingyi, Li Zhenping, et al. Review of mechanical criterion for formation of ice lens in freezing soil[J]. Journal of Glaciology and Geocryology, 2015, 37(1):192-201.[曾桂军, 张明义, 李振萍, 等. 冻土中冰透镜体形成力学判据的分析讨论[J]. 冰川冻土, 2015, 37(1):192-201.][17] Jiao Yongliang, Li Ren, Zhao Lin, et al. Processes of soil thawing-freezing and features of soil moisture migration in the permafrost active layer[J]. Journal of Glaciology and Geocryology, 2014, 36(2):237-247.[焦永亮, 李韧, 赵林, 等. 多年冻土区活动层冻融状况及土壤水分运移特征[J]. 冰川冻土, 2014, 36(2):237-247.][18] Li Mengmeng, Niu Yonghong, Li Xianming, et al. A model of unsaturated warm frozen soil with low water content[J]. Journal of Glaciology and Geocryology, 2014, 36(4):886-894.[李蒙蒙, 牛永红, 李先明, 等. 低含水率非饱和高温冻土模型[J]. 冰川冻土, 2014, 36(4):886-894.][19] He Shizhi. Seasonal frozen area theory and control technology of frost heaving[J]. Gansu Water Conservancy and Hydropower Technology, 2010, 46(11):26-28.[何世智. 季节冻土区渠道冻胀理论与防治技术[J]. 甘肃水利水电技术, 2010, 46(11):26-28.][20] Li Jialin. Mechanics models of frost-heaving and the research of anti-frost heave structure for lining canal[D]. Yangling, Shaanxi:Northwest A&F University, 2009.[李甲林. 渠道衬砌冻胀破坏力学模型及防冻胀结构研究[D]. 陕西杨凌:西北农林科技大学, 2009.][21] Liu Xudong. Study on anti-frost heave technical measure and mechanism of concrete lining canal[D]. Yangling, Shaanxi:Northwest A&F University, 2010.[刘旭东. 混凝土衬砌渠道抗冻胀技术措施及其机理研究[D]. 陕西杨凌:西北农林科技大学, 2010.][22] Zhu Qiang, Fu Sining, Wu Fuxue. Subsoil replacement using sand-gravel for preventing frost heave damage of canal lining[J]. Journal of Glaciology and Geocryology, 1988, 10(4):400-408.[朱强, 付思宁, 武福学. 砂-砂砾换基防治渠道冻胀的研究[J]. 冰川冻土, 1988, 10(4):400-408.][23] Yu Shuchao, Song Ling, Ouyang Hui, et al. Experimental study on frost heaving of lining slate of rigid lined canals[J]. Journal of Glaciology and Geocryology, 2002, 24(5):639-641.[余书超, 宋玲, 欧阳辉, 等. 渠道刚性衬砌层(板)冻胀受力试验与防冻胀破坏研究[J]. 冰川冻土, 2002, 24(5):639-641.][24] Song Qinglin, He Wuquan, Li Gen, et al. The research on insulation and frost heave control for concrete lining canal[J]. Journal of Irrigation and Drainage, 2015, 34(4):43-48.[宋清林, 何武全, 李根, 等. 混凝土衬砌渠道保温防冻胀技术研究[J]. 灌溉排水学报, 2015, 34(4):43-48.] |