典型库岸土质边坡的物理特性研究  

Study on physical properties of typical soil bank slope

作　　者：刘颖[1] 吴海真 陈芳[1] 胡强[1] 

机构地区：[1]江西省水利科学研究院,江西南昌330029 [2]江西省水利厅,江西南昌330009

出　　处：《江西水利科技》2017年第6期398-403,共6页Jiangxi Hydraulic Science & Technology

基　　金：江西省水利厅科技计划项目(KT201005)

摘　　要：本文以江西省典型库岸土质边坡为例,结合库岸的地形地貌、发育地层、岩性、坡体结构和物质组成等,分析其工程地质特征,并利用室内外试验成果,研究其抗剪强度特性和渗透特性,得出典型库岸土质边坡的物质组成及结构特征,为实现对库岸边坡稳定性进行有效监控、科学预报,并采取合理的处治措施提供科学依据.In this paper,taking the typical bank slope of Jiangxi Province as an example,combining with the topography,development stratum and lithologic character,slope structure and material composition of the reservoir bank,this paper analyzes the engineering geological features and uses the indoor and outdoor test results to study the effect of its resistance shear strength characteristics and permeability characteristics,the material composition and structural characteristics of typical soil bank slope are obtained,which provide scientific basis for the effective monitoring and scientific prediction of bank slope stability and taking reasonable treatment measures.

关 键 词：库岸土质边坡 稳定 土石混合堆积体 物质组成 结构特征 

分 类 号：TV223[水利工程—水工结构工程]