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雅砻江中游某滑坡群形成条件及工程影响分析
引用本文:吉锋,唐兴君,石豫川.雅砻江中游某滑坡群形成条件及工程影响分析[J].长江科学院院报,2011,28(5):9-13.
作者姓名:吉锋  唐兴君  石豫川
作者单位:1.成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 成都 610059;2.国家电力公司 华东勘测设计研究院, 杭州 310014
摘    要:某大型水电站位于雅砻江中游,在调查期间发现短短30 km河段内发育10个特大型.巨型古滑坡体,滑坡体规模巨大,方量4000×10<'4>~12 000×10<'4>m<'3>不等,沿江长度达数千米,最大深度达200m以上,且70%发育于河流右岸,滑坡群对拟建的工程影响巨大且不可回避.通过因素分析获知:滑坡群在此处的发育...

关 键 词:滑坡群  形成条件  工程影响

Formation Condition and Project Influence of Landslide Group in the Middle Reach of Yalong River
JI Feng,TANG Xingojun,SHI Yu-chuan.Formation Condition and Project Influence of Landslide Group in the Middle Reach of Yalong River[J].Journal of Yangtze River Scientific Research Institute,2011,28(5):9-13.
Authors:JI Feng  TANG Xingojun  SHI Yu-chuan
Affiliation:1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of technology, Chengdu 610059, China;2.East China Investigation &; Design Institute, Hangzhou 310014, China
Abstract:The investigated large hydropower station is located in the middle reach of Yalong River. During the investigation, it is found that there are 10 extra large and huge ancient landslides developed in a short river section of 30 km. Survey shows that the landslide group has enormous and unavoidable impact on the proposed project with huge landslide volume of 4 000×104 m3 to 12 000×104 m3and a total length of several kilometers along the river, as well as a maximum depth of over 200 m, and 70% of the landslide developing at the right bank. In this paper, factor analysis shows that the development of landslide group is inevitable as it is closely related to factors such as the valley shape, steep canyon geomorphology, alternatively distributed soft and hard rock layers, and the cutting of partitioned reverse fracture. The formation mechanism can be concluded into 3 categories, namely sliding tension fracturing, sliding bending(buckling), and bending tension fracture(collapse). Finally, based on the assessment of landslide stability and the influence of dam location on the project, the following conclusion is obtained: as the landslides and dam sites are interspersed, the upstream dam site is the best choice for engineering safety as it can avoid three huge landslides which have signs of reactivation. Corresponding project proposal is also put forward.
Keywords:landslide group  formation condition  project influence  
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