The connectivity rate of dominant joints which extend outward along high rock slope plays an important role in the slope’s overall stability, but research on the sensitivity of slope stability to connectivity rate is insufficient. In view of this, qualitative and quantitative methods were employed to research the high rock slope (180m) at the water inlet of Wudongde hydropower station at Jinsha River. On the basis of connectivity rate statistics and the weighted average parameters of the “bottom sliding surface” combined with rock bridge, the stability factor of slope was calculated by using rigid limit equilibrium method. The degrees of connectivity rate’s influence on slope stability were obtained. Moreover, in the statistics using bandwidth projection method, the selection of bandwidth also has big influence on the connectivity rate and the stability factors.
LIU Chong-ping
,
HAO Wen-zhong
,
WANG Ji-liang
,
BAI Wei
,
QIN Zhen-hua
,
LI Zhi
. Effect of Connectivity Rate of Dominant Joints Extending Outward
of the Slope on High Slope Stability[J]. Journal of Changjiang River Scientific Research Institute, 2014
, 31(12)
: 74
-77
.
DOI: 10.3969/j.issn.1001-5485.2014.12.015
[1] 邵 兵,徐 青,邬爱清. 复杂水工边坡稳定性研究方法探讨[J].长江科学院院报,2013,30(7):69-74. (SHAO Bing, XU Qing, WU Ai-qing. Research on Methods of Stability Analysis of Complex Hydraulic Slopes[J]. Journal of Yangtze River Scientific Research Institute, 2013,30 (7):69-74.(in Chinese))
[2] 段永伟,胡修文,吁 燃,等. 顺层岩质边坡稳定性极限平衡分析方法比较研究[J]. 长江科学院院报, 2013,30 (12): 65-68. (DUAN Yong-wei, HU Xiu-wen, YU Ran, et al. Comparative Study on Limit Equilibrium Methods for Stability Analysis of Bedding Rock Slope[J]. Journal of Yangtze River Scientific Research Institute, 2013,30 (12): 65-68 .(in Chinese))
[3] 肖建勋,程远帆,王利丰. 岩体结构面连通率研究进展及应用[J]. 地下空间与工程学报, 2006,2(2): 325-334 (XIAO Jian-xun,CHENG Yuan-fan, WANG Li-feng. Development of Research of Connectivity Rate of Discontinuities in Rock Mass and Application[J].Chinese Journal of Underground Space and Engineering, 2006,2(2): 325-334 .(in Chinese))
[4] 胡耀飞,张 勇,靳晓光, 基于现场实测的缓倾硬性结构面连通率统计[J].水文地质工程地质, 2011,38(4): 78-81 (HU Yao-fei,ZHANG Yong,JIN Xiao-guang, Statistics of gentle angle rigid structural plane persistence ratio, 2011,38(4): 78-81 .(in Chinese))