›› 2009, Vol. 30 ›› Issue (11): 3464-3468.

• Geotechnical Engineering • Previous Articles     Next Articles

The research on the methodology of weighted average evaluation for surrounding rock stability of tunnel

ZHANG Zhao-qian1,XU Ming-de1,LIU Quan-sheng2   

  1. 1. Institute of Mineral Engineering of Taiyuan University of Technology, Taiyuan 030024, China; 2. Institute of Environmental Engineering of Taiyuan University of Technology, Taiyuan 030024, China 3. Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan 430071, China
  • Received:2009-06-17 Online:2009-11-10 Published:2010-01-07

Abstract:

Surrounding rock stability evaluation of coal tunnel is the basis for judging the level of support difficulty and carrying on support design. Based on analysis and selection of the influence factors on surrounding rock stability and evaluation index, this article proposed an evaluation method of multi-factor single comprehensive index value. AHP Analytic Hierarchy Process is utilized to determine the weights of evaluation factor and weighted average method is to establish calculation models and calculation methods for single comprehensive index value. The results showed that the method of weighted average evaluation for surrounding rock stability of coal tunnel can reflect the stability characteristic of surrounding rock scientifically and provide a reliable basis for rock control and support design.

Key words: surrounding rock stability of coal tunnel, evaluation method, evaluation index, hierarchy analysis, weighted average

CLC Number: 

  • TD 322+.4
[1] YIN Xiao-tao, XUE Hai-bin, TANG Hua, REN Xing-wen, SONG Gang,. Dialectical unity of slope local and global stability analysis methods [J]. , 2018, 39(S1): 98-104.
[2] CHEN Qing-fa, NIU Wen-jing, ZHENG Wen-shi, LIU Jun-guang, YIN Ting-chang, FAN Qiu-yan,. Correction of the problems of blockiness evaluation method for fractured rock mass [J]. , 2018, 39(10): 3727-3734.
[3] ZHANG Chuan-qing, LU Jing-jing, CHEN Jun, ZHOU Hui, YANG Fan-jie. Discussion on rock burst proneness indexes and their relation [J]. , 2017, 38(5): 1397-1404.
[4] HU Ji-lei , TANG Xiao-wei, QIU Jiang-nan,. Prediction of probability of seismic-induced liquefaction based on Bayesian network [J]. , 2016, 37(6): 1745-1752.
[5] RUAN Hang, ZHANG Yong-hui, ZHU Ze-qi, WANG Jin. An improved fuzzy method for evaluating stability of highway slopes [J]. , 2015, 36(11): 3337-3344.
[6] LIU Xiao ,TANG Hui-ming ,XIONG Cheng-ren . Patterns, problems, and development trends of analysis methods for slope dynamic reliability [J]. , 2013, 34(5): 1217-1234.
[7] WU Zhen-jun, WANG Shui-lin, GE Xiu-run. Application of Latin hypercube sampling technique to slope reliability analysis [J]. , 2010, 31(4): 1047-1054.
[8] WANG Shu-ren , ZHOU Hong-bin , WU Chong-fu , LIU Cheng-yu,. Research on rock mechanics parameters by using comprehensive evaluation method of rock quality grade-oriented [J]. , 2007, 28(S1): 202-206.
[9] SHANG Min1,2, CHEN Jian-ping, WANG Zheng-liang, XIAO Yun-hua, WU Chun-yong, QUE Jin-sheng. Geological disaster risk zoning evaluation based on extenics method in bank near Xiangjiahe Bridge [J]. , 2007, 28(11): 2445-2450.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LI Kui, GAO Bo. Study of construction schemes for metro tunnel crossing river and bridge[J]. , 2010, 31(5): 1509 -1516 .
[2] YANG Bing, YANG Jun, CHANG Zai, GAN Hou-yi, SONG Er-xiang. 3-D granular simulation for compressibility of soil-aggregate mixture[J]. , 2010, 31(5): 1645 -1650 .
[3] YE Hai-lin, ZHENG Ying-ren, HUANG Run-qiu, DU Xiu-li, LI An-hong4, XU Jiang-bo. Study of application of strength reduction dynamic analysis method to aseismic design of anti-slide piles for landslide[J]. , 2010, 31(S1): 317 -323 .
[4] Lü Xi-lin,HUANG Mao-song,QIAN Jian-gu. Strength of soils considering the influence of deformation bifurcation under true triaxial condition[J]. , 2011, 32(1): 21 -26 .
[5] WANG Min-sheng,TANG Bo. Effects of stress field in bottom hole on borehole deviation during gas drilling[J]. , 2009, 30(8): 2436 -2441 .
[6] CAO Ping, ZHANG Ke, WANG Yi-xian, LIN Hang. Numerical simulation of failure mechanism of multilayer slope[J]. , 2011, 32(3): 872 -878 .
[7] ZHANG Zhi-pei, PENG Hui, RAO Xiao. Numerical simulation study of grouting diffusion process in soft soil foundation[J]. , 2011, 32(S1): 652 -0655 .
[8] LIU Gong-xun ,LUAN Mao-tian ,TANG Xiao-wei ,SHAO Qi ,ZHANG Jun-feng. Experimental study of characteristics of residual deformation of undisturbed saturated marine clay under complex stress conditions[J]. , 2011, 32(7): 1931 -1938 .
[9] WU Li-zhou , ZHANG Li-min , HUANG Run-qiu. Analytic solution to coupled seepage in layered unsaturated soils[J]. , 2011, 32(8): 2391 -2396 .
[10] LIU Run , WANG Xiu-yan , LIU Yue-hui , WANG Wu-gang. Thermal buckling analysis of submarine buried pipelines with isolated prop initial imperfection[J]. , 2011, 32(S2): 64 -69 .