Rock engineering investigation and remediation for unstable hill rock slope: A new approach

被引：0
|
作者：
Panigrahi, R. K. [1 ]
Rout, Madhusmita [1 ]
机构：
[1] Cent Rd Res Inst, New Delhi, India
来源：
GEOTECHNICAL AND GEOPHYSICAL SITE CHARACTERIZATION 4, VOLS I AND II | 2013年
关键词：
D O I：
暂无
中图分类号：
P3 [地球物理学]; P59 [地球化学];
学科分类号：
0708 ; 070902 ;
摘要：
The hilly terrain of India is highly unstable and requires a comprehensive Rock engineering investigation techniques and a set of suitable remedial measures. The Paper reveals the outcome of field and laboratory investigations of unstable and prone to failure rock block (key block). Rock engineering investigation of unstable rock slope area will be described based on different method such as Rock Mass Rating (RMR), Slope Mass Rating (SMR), Rock Mass Quality (Q), and Rock Defect study by determining the Block volume (Vb), volumetric joint count (Jv) etc. This paper mainly deals with rock slope characterization based on rock engineering investigation to establish the mechanism of failure and followed by remediation of rock Slope.
引用
收藏
页码：1213 / 1219
页数：7
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