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崩滑堰塞湖沉积物工程地质特性研究
引用本文:杨绍平,王子忠.崩滑堰塞湖沉积物工程地质特性研究[J].四川地质学报,2013(2):192-195.
作者姓名:杨绍平  王子忠
作者单位:[1]四川水利职业技术学院,四川崇州611231 [2]四川省水利水电勘测设计研究院,成都611731
摘    要:崩滑堰塞湖沉积物(层)是在特定地质环境下形成的第四系堆积层。5.12地震在四川形成了大量的堰塞湖,随着时间推移会形成堰塞湖沉积物,在水利水电工程建设中如何利用这些沉积物,需研究其工程地质特性和工程地质问题。以四川丹巴县关州水电站为例,在对河床闸坝堰塞湖沉积物形成机制研究基础上,对堰塞沉积物的分层、物理特性、压缩、抗剪及承载力等工程特性进行研究;最后对利用堰塞沉积物作为闸坝地基面临的主要工程地质问题进行了分析。

关 键 词:崩滑  堰塞沉积物  工程地质特性

Study of Engineering Geological Characteristics of Dammed Lake Deposit
YANG Shao-ping,WANG Zi-zhong.Study of Engineering Geological Characteristics of Dammed Lake Deposit[J].Acta Geologica Sichuan,2013(2):192-195.
Authors:YANG Shao-ping  WANG Zi-zhong
Institution:1-Sichuan Vocational College of Water Conservancy, Chongzhou, Sichuan 611231; 2- Sichuan Design and Research Institute of Hydraulic and Hydroelectric Exploration, Chengdu 611731)
Abstract:The Ms 8.0 Wenchuan Earthquake on May 12, 2008 resulted in many dammed lakes where the Quaternary deposits are formed. This paper deals with such engineering geological characteristics as physical properties, shear resistance and bearing capacity and so on of these deposits, exemplified by the Guanzhou Hydropower Station in Danba. An approach to engineering geological problems of the dammed lake deposits as dame foundation is made.
Keywords:rockfall and landslide  dammed lake deposit  engineering geological characteristic
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