均质土坡折线滑面稳定性分析  

Analysis of Polyline Sliding Surface of Homogeneous Soil Slope Stability

作　　者：马乐许 马楠[1] MA Lexu;MA Nan(Henan Water Resources and Hydropower School,Zhoukou 466000,China)

机构地区：[1]河南省水利水电学校,河南周口466000

出　　处：《河南水利与南水北调》2022年第1期85-85,90,共2页Henan Water Resources & South-to-North Water Diversion

摘　　要：对均质土坡产生折线滑面的稳定性分析时,均采用传递系数法计算。按不同规范便有不同结果,给使用者造成困惑,在解决实际工程问题中会引起混乱。为此,提出问题,引起大家重视,并呼吁制定兼容的统一规范。The transfer coefficient method is used to calculate the stability of polyline sliding surface of homogeneous soil slope.There will be different results according to different specifications,which will cause confusion to users and confusion in solving practical engineering problems.Therefore,the problem is put forward to arouse attention,and calls for the establishment of compatible uniform specification.

关 键 词：均质土坡 折线滑面滑坡 稳定性分析 

分 类 号：P642.2[天文地球—工程地质学]