Effect of the combination characteristics of rock structural plane on the stability of a rock-mass slope

被引：34

作者：

Sun, Shaorui ^{[1
]}

Sun, Hongyi ^{[1
]}

Wang, Yajie ^{[2
]}

Wei, Jihong ^{[1
]}

Liu, Jin ^{[1
]}

Kanungo, Debi Prasanna ^{[3
]}

机构：

[1] Hohai Univ, Sch Earth Sci & Engn, Nanjing 210098, Jiangsu, Peoples R China

[2] Shanghai Tunnel Engn Co Ltd, Shanghai 200082, Peoples R China

[3] CSIR Cent Bldg Res Inst CBRI, Roorkee 247667, Uttar Pradesh, India

来源：

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT | 2014年 / 73卷 / 04期

关键词：

Structural plane; Engineering rock mass; Combination characteristic; Slope stability; JOINTED ROCK;

D O I：

10.1007/s10064-014-0593-9

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

The structural planes play an important role in rock mass slope stability. In this paper, a series of triaxial tests on the rock mass samples with different dip angles, plane numbers and plane spacing of structural surfaces were carried out to study the effect of the combination characteristics of the rock structural plane on rock mass mechanic parameters. Based on the test results and the combination characteristics of the field structural plane, the rock mechanics parameters for the spillway lock chamber slope of the Liyuan hydroelectric station were forecast. The stability of the slope was rationally evaluated based on the forecasted rock mass mechanical parameters. Finally, the safety factor was obtained based on the shear strength reduction method.

引用

页码：987 / 995

页数：9

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