Rock Mass Classification and Slope Stability Assessment of Road Cut Slopes in Garhwal Himalaya, India

被引：0
|
作者：
S. Sarkar
D. P. Kanungo
Sandeep Kumar
机构：
[1] CSIR-Central Building Research Institute,
来源：
Geotechnical and Geological Engineering | 2012年 / 30卷 / 4期
关键词：
Rock mass rating; Geological strength index; Slope mass rating; Slope stability; Himalaya;
D O I：
10.1007/s10706-012-9501-x
中图分类号：
学科分类号：
摘要：
There are many rock mass classification schemes which are frequently used for different purposes such as estimation of strength and deformability of rock masses, stability assessment of rock slopes, tunneling and underground mining operations etc. The rock mass classification includes some inputs obtained from intact rock and discontinuity properties which have major influence on assessment of engineering behaviour of rock mass. In the present study, detail measurements were employed on road cuts slope faces in Garhwal Himalayas to collect required data to be used for rock mass classification of Rock Mass Rating (RMR) and Geological Strength Index (GSI). The stability assessment of rock slopes were also done by using Slope Mass Rating. In addition the relation between RMR and GSI were also evaluated using 50 data pairs.
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收藏
页码：827 / 840
页数：13
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