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填土边坡潜在滑面抗剪强度指标取值的两个问题
引用本文:方玉树.填土边坡潜在滑面抗剪强度指标取值的两个问题[J].重庆建筑,2015(9):23-26.
作者姓名:方玉树
作者单位:后勤工程学院,重庆 401311; 岩土力学与地质环境保护重庆市重点实验室,重庆 401311
摘    要:当前,填土边坡潜在滑面抗剪强度指标取值随意性较大,碎石土类填土抗剪强度指标取值明显偏小和填土与岩石界面抗剪强度指标取值与土体抗剪强度指标相同的情况相对较多。本文对碎石土类填土抗剪强度指标和填土与岩石界面抗剪强度指标取值进行论证并提出建议。

关 键 词:填土  边坡  潜在滑面  抗剪强度指标

Two Issues in Shear Strength Index Value of Potential Sliding Surface of Filling Slope
Abstract:Nowadays the shear strength index values of potential sliding surface of filling slope are quite optional without uniform standard, and the shear strength index of debris soil filling is obviously smaller, and it happens often that it has the same index value with that of filling and rock interface as well as soil body, which is expounded and suggested.
Keywords:filling  slope  potential sliding surface  shear strength index
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