黄土坡滑坡滑带土室内直接剪切特性研究  

The Shear Strength Parameters of Huangtupo Landslide Slid Zone Soils Based on the Direct Shearing Test

作　　者：谢放[1] 胡桂林[1] 陶建明[2] 

机构地区：[1]中国地质大学(武汉)教育部长江三峡库区地质灾害研究中心,湖北武汉430074 [2]中国地质大学(武汉)工程学院,湖北武汉430074

出　　处：《水利与建筑工程学报》2016年第3期32-35,95,共5页Journal of Water Resources and Architectural Engineering

基　　金：教育部长江三峡库区地质灾害研究中心开放基金项目(TGRC201410)

摘　　要：滑带土的抗剪强度指标是滑带土在外力作用下抵抗剪切破坏的极限强度,是滑坡稳定性分析和治理工程设计的最基本、最重要的参数。直接快剪试验以其操作简单、原理明确被认为是用来检测土的抗剪强度的一种有效方法。基于直接快剪原理对三峡库区黄土坡滑坡滑带土进行了室内剪切试验,通过试验获得了滑带土的抗剪强度参数,并分析了不同含水率、不同粒径下滑带土的剪切特性变化规律,为后续对滑带土直剪试验的数值模拟与黄土坡滑坡稳定性分析与评价提供参考。The shear strength parameters of slip zone soils is the ultimate strength of soils resisting the shear sliding under the external load.It is the most basic and important parameter of landslide stability analysis and design of the landslide control project.Because of the simple operations and clear principle,the direct shearing test,as an effective method,has been used to detect the shear strength of soils.Based on the basic principle of the direct shearing test,we have the test of the Huangtupo landslide slip zone soils in Three Gorges.By the test we got the parameter of shear stress and analyzed the variation of the shear strength under different moisture content and different particle sizes,this research could provide reference for subsequent numerical simulation of the slip zone soil direct shear test and the landslide stability analysis and evaluation.

关 键 词：滑带土 直接剪切试验 含水率 粒径 抗剪强度参数 

分 类 号：P642.22[天文地球—工程地质学]