首页 | 本学科首页   官方微博 | 高级检索  
     

四川宣汉天台特大滑坡的成因机理及排水工程措施研究
引用本文:范宣梅,许强,黄润秋,徐志文,刘天翔,葛华. 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
作者姓名:范宣梅  许强  黄润秋  徐志文  刘天翔  葛华
作者单位:成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059;成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059;成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059;成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059;成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059;成都理工大学"地质灾害防治与地质环境保护"国家专业实验室,成都,610059
基金项目:教育部霍英东教育基金会高等院校青年教师基金 , 高等学校优秀青年教师教学科研奖励计划
摘    要:深入分析了暴雨诱发四川省宣汉县天台乡特大型滑坡的成因机理,提出了近水平岩层特大型滑坡多级平推式滑动的模式,归纳总结了降雨降低滑坡体稳定性的因素,并通过因素敏感性分析,比较了各种因素的影响程度.在对滑坡成因机理深入研究的基础上,制定了相应的地表和地下排水工程措施.最后,根据滑坡排水系统投入正常运营后的实际排水情况和数值模拟结果,对地表排水和地下排水的效果进行了分析评价.

关 键 词:降雨  多级平推式滑坡  因素敏感性分析  排水  数值模拟
文章编号:1671-9727(2006)05-0448-07
收稿时间:2005-11-08
修稿时间:2005-11-08

The formation mechanism of the Tiantai landslide induced by precipitation in Xuanhan, Sichuan and the design of drainage
FAN Xuan-mei,XU Qiang,HUANG Run-qiu,XU Zhi-wen,LIU Tian-xiang,GE Hua. 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: Sci & Technol Ed, 2006, 33(5): 448-454
Authors:FAN Xuan-mei  XU Qiang  HUANG Run-qiu  XU Zhi-wen  LIU Tian-xiang  GE Hua
Abstract:This paper gives a profound analysis on the formation mechanism of the Tiantai landslide induced by precipitation in Xuanhan County, Sichuan Province and brings forward the model of the super-giant landslide with the near horizontal rock stratam and sliding in multiple-step by a horizontal push. In addition, this paper concludes the factors reducing the stability of the landslide by precipitation and compares the influential degrees of all kinds of factors by sensitivity analysis. On the basis of the thorough research on the formation mechanism of the landslide, the relevant engineering measures of the surface and the underground drainages are framed. Finally, according to the practicable draining situation after the drainage system of the landslide worked normally and the results of the numerical simulation, the effects of the surface and underground drainages are analyzed.
Keywords:precipitation   landslide sliding in multiple-step   horizontal push   factor   sensitivity analysis   drainage   numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号