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暴雨诱发滑坡致灾机理与减灾方法研究进展

, PP. 477-487

Keywords: 滑坡,暴雨,多场耦合,风险评估,减灾方法

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Abstract:

?????暴雨滑坡是多发性的地质灾害。阐述了暴雨诱发滑坡致灾机理、风险评估与减灾方法研究的重要意义。分别从暴雨诱发滑坡的地质力学机制、暴雨诱发滑坡的机理、暴雨诱发滑坡演化过程的数值模拟方法、暴雨滑坡动态风险评估方法以及暴雨诱发滑坡灾害的减灾方法5个方面,详细综述了国内外研究的主要成果和进展。在此基础上,指出了目前暴雨诱发滑坡灾害研究中存在的主要问题。最后,提出了在暴雨诱发滑坡灾害的研究中应以暴雨作用下的斜坡演化动力学过程为主线,以暴雨诱发滑坡的地质力学机制研究为基础,以暴雨诱发滑坡机理研究为核心,以暴雨诱发滑坡灾害的风险评估为手段,以最大可能地防灾减灾为目标。

References

[1]  Ho K K S, Ko F W Y. Keynote lecture: Application of quantified risk analysis in landslide risk management practice-Hong Kong experience[C]//Proceedings of the First International Symposium on Geotechnical Safety and Risk (ISGSR2007).Shanghai: Tongji University, 2007: 3-52.
[2]  Finlay P J, Fell R. Landslides: Risk perception and acceptance[J].Canadian Geotechnical Journal,1997, 34(2): 169-188. 
[3]  Jacob D J. Introduction to Atmospheric Chemistry[M]. New Jersey: Princeton University Press, 1999.
[4]  GEO. Landslides and boulder falls from natural terrain: Interim risk guidelines[R]. GEO Report No. 75, Geotechnical Engineering Office (GEO), Hong Kong, 1998.
[5]  Qin Yu, Zhao Chunsheng. The Basic of Atmospheric Chemistry[M]. Beijing: Meteorological Press, 2003.[秦瑜,赵春生.大气化学基础[M]. 北京: 气象出版社, 2003.]
[6]  Leroi E, BonnardC, Fell R, et al. Risk assessment and management[C]//Hungr O, Fell R, Couture R, et al. Landslide Risk Management.London, Taylor and Francis, 2005: 159-198.
[7]  Zhang L M, Li D Q. Planning slopes stabilization actions[C]//Liu Deng, Chu, eds.Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation(GEDMAR08),2008.[74] Shen Liangfeng, Li Qiming. Thought about landslide disaster prevention based on risk management[J]. Journal of natural Disasters,2006, 15(5): 142-147.[沈良峰, 李启明. 基于风险管理的滑坡灾害预防思想[J]. 自然灾害学报, 2006, 15(5): 142-147.]
[8]  Tang Hongmei, Chen Hongkai, Weng Qi′neng. Research on optimal drain mechanism of under ground water in rock slope[J].Journal of Chongqing Jiaotong University,2000, 19(4): 59-63.[唐红梅, 陈洪凯, 翁其能. 边坡岩体中地下水优化排水机理研究[J]. 重庆交通学院学报, 2000, 19(4): 59-63.]
[9]  Xu Weiya, Gao Dejun. Evaluation on the effectiveness of drainage system on Dashiban landslide[J].Journal of Engineering Geology,2002, 10(1): 83-88.[徐卫亚, 高德军.山峡库区大石板滑坡区排水系统效果评估[J]. 工程地质学报, 2002, 10(1): 83-88.]
[10]  Fan Xuanmei, Xu Qiang, Huang Runqiu, et al. The formation mechanism of the Tiantai landslide induced by precipitation in Xuanhan,Sichuan and the design of drainage[J].Journal of Chengdu University of Technology(Science & Technology Edition), 2006, 33(5): 448-454.[范宣梅, 许强, 黄润秋,等. 四川宣汉天台特大滑坡的成因机理及排水工程措施研究[J]. 成都理工大学学报:自然科学版, 2006, 33(5): 448-454.]
[11]  Wang Gongxian.Present situation of engineering measures for preventing and controlling landslide in China and abroad[J].The Chinese Journal of Geological Hazard and Control,1998, 9(1): 1-9.[王恭先. 滑坡防治工程措施的国内外现状[J]. 中国地质灾害与防治学报, 1998, 9(1): 1-9.]
[12]  Wu Guosheng. Genesis of Pingtan hucao mountain landslide and its control[J].Journal of Geological Hazards and Environment Preservation,2005, 16(1): 13-16.[吴国生. 平潭虎潮山体滑坡成因分析及其治理[J]. 地质灾害与环境保护, 2005, 16(1): 13-16.]
[13]  Yang Zhaohui. The analysis on the stability of the landside in the section of Shenjiali of Tai-Chang freeway and its management [J].Shanxi Architecture,2007, 33(28): 304-305.[杨朝晖. 太长公路深家里沟滑坡的稳定性分析及治理[J].山西建筑, 2007, 33(28): 304-305.]
[14]  Li Xianguang, Qin Renhui. Research on mechanic model of pre-stress anchored anti-slide pile[J].Earth and Environment,2005, 33(suppl.): 61-65.[李先光, 覃仁辉. 预应力锚索抗滑桩力学计算模型的探讨[J]. 地球与环境,2005, 33(增刊): 61-65.]
[15]  Jiang Liangwei, Huang Runqiu, Jiang Zhongxin, et al. Analysis of active supporting effect and primary internal force in anchored anti-sliding piles[J].Rock and Soil Mechanics,2007, 28(11): 2 319-2 324.[蒋良潍, 黄润秋, 蒋忠信,等.锚索桩的主动支护作用及桩身初始内力分析[J]. 岩土力学, 2007, 28(11): 2 319-2 324.]
[16]  Wang Yinsheng, Wang Gongxian, Wang Zhen, et al. Optimization of anti-slide pile with prestressed anchor cable[J].China Railway Science, 2007, 28(5):11-14.[王引生, 王恭先, 王祯,等. 预应力锚索抗滑桩结构优化[J]. 中国铁道科学,2007, 28(5): 11-14.]
[17]  Yin Shilin, Xu Weidong, Han Weina, et al. Design study of frame beam of prestressed anchor to reinforce the debris slope landslide[J].Science & Technology Information, 2007,(31):116-117.[殷世林, 徐伟栋, 韩卫娜,等.预应力锚索框架格梁在处治碎石土浅层滑坡中的应用[J]. 科学信息, 2007, (31): 116-117.]
[18]  Wang Dequan, Fei Weishui. The numerical optimization analysis of pre-stressed cable sliding pile[J].Fujian Architecture & Construction,2007, 112(10): 64-65.[王德权, 费维水. 预应力锚索抗滑桩的数值优化分析[J]. 福建建筑, 2007, 112(10): 64-65.]
[19]  Zheng Mingxin, Jiang Xinlong, Yin Zongze, et al. Evaluation of effectiveness of prestressed anti-slide cable piles by numerical simulations[J].Rock and Soil Mechanics, 2007, 28(7): 1 381-1 386.[郑明新, 蒋新龙, 殷宗泽,等.预应力锚索抗滑桩工程效果的数值计算评价[J]. 岩土力学, 2007, 28(7): 1 381-1 386.]
[20]  Peng Zhenghua, Jiao Xiangyang, Shi Changbo, et al. Analysis of grouting strengthening for deformation in great depth of riverside slumping mass in huangtupo landslide zone[J].Journal of Huazhong University of Science and Technology(Urban Science),2006, 23(suppl.1): 40-42.[彭正华, 焦向阳, 石长柏,等. 注浆法处理黄土坡滑坡临江崩滑堆积体深层滑移[J]. 华中科技大学学报:城市科学版, 2006, 23(增刊1): 40-42.]

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