›› 2006, Vol. 27 ›› Issue (S1): 902-904.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on bolt, anchor cable, steel strap and mesh combined support technique applying to Daxing Coal Mine for soft-rock tunnel

CHEN Shi-hai, QIAO Wei-guo, KONG De-sen   

  1. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China
  • Received:2006-04-27 Published:2006-12-15

Abstract: According to the rock characteristic and coal seam occurrence condition of 3208 material tunnel roof at Daxing Coal Mine, combining with modern theory of coal tunnel support technology, the combined support parameters of bolt, anchor cable, steel strap and mesh for the tunnel, are put forward; and daily tunnel pressure and support observation, such as roof separation, tunnel convergence deformation, anchorage stress of bolt (anchor cable) etc. have been done at a long time. The results of try-on and observation indicate that the application of bolt, anchor cable, steel strap and mesh combined support technique at Daxing Cola Mine soft-roof tunnel is successful and feasible. Suggestions about the support way of tunnel in samdwich and joint and cracked fake top are also presented.

Key words: coal mine tunnel, bolt, anchor cable, steel strap and mesh combined support, observation, soft rock tunnel

CLC Number: 

  • TD 35
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] WU Jian-tao, YE Xiao, LI Guo-wei, JIANG Chao, CAO Xue-shan, . Bearing and deformation behaviors of PHC pile-reinforced soft foundation under high embankment [J]. Rock and Soil Mechanics, 2018, 39(S2): 351-358.
[2] FENG Fan, QIU Xin-jiao, ZHANG Guo-xin, GUAN Jun-feng, WANG Dan,. Inversion of mechanical parameters of super-high arch dam based on deformation monitoring during construction period [J]. , 2017, 38(1): 237-246.
[3] HUANG Gun , ZHANG Xin , YIN Guang-zhi , GUO Hu , XIONG Yang-tao , . Development and application of microscopic observation device for multifield coupling of coal containing gas [J]. , 2015, 36(S2): 715-721.
[4] QIAN Jian-gu , MA Xiao , LI Wei-wei , HUANG Mao-song , WANG Wei-dong,. Centrifuge model test and in-site observation on behaviors of side-grouting uplift pile [J]. , 2014, 35(5): 1241-1246.
[5] ZHENG Gang ,LIU Qing-chen ,DENG Xu . Numerical analysis of effect of excavation on underlying existing metro tunnel and deformation control [J]. , 2013, 34(5): 1459-1468.
[6] ZHANG Ning-ning , CHEN Zhi-jian , CHEN Yuan-jun , BIAN Lei . PSI and CRI joint algorithm used to monitor settlements of Sutong bridge foundation [J]. , 2012, 33(7): 2167-2173.
[7] HE Ben-guo , ZHANG Zhi-qiang , HE Chuan , WANG Jun-qi . Study of stability of two-lane soft rock tunnel for high-speed passenger railway in tectonic geo-stress [J]. , 2012, 33(5): 1535-1541.
[8] SUN Feng, FENG Xia-ting, ZHANG Chuan-qing, ZHOU Hui, QIU Shi-li. Stability estimation method of greenschist tunnel based on increasing-decreasing energy method [J]. , 2012, 33(2): 467-475.
[9] CAI Chun , ZHANG Meng-xi. Analysis of ultimate pullout resistance of geogrids with strengthening ribs [J]. , 2011, 32(S2): 340-345.
[10] CHEN Wei-zhong ,TIAN Hong-ming ,YANG Fu-dong ,GENG Ya-mei. Study of effects of foam concrete preset deformation layer on long-term stability of deep soft rock tunnel [J]. , 2011, 32(9): 2577-2583.
[11] ZENG Qiao-ling, ZHANG Hui-ming, CHEN Zun-wei, YU Hai-cheng. Discussion on computational methods for determining consolidation coefficient of soft clay [J]. , 2010, 31(7): 2083-2087.
[12] CHEN Shan-xiong,WANG Xiao-gang,JIANG Ling-fa,DAI Zhang-jun. Settlement characteristics and engineering significance of subgrade surface for railway passenger dedicated line [J]. , 2010, 31(3): 702-706.
[13] XU Xing-wang,LI Xiao-lun. An observation and analysis of passenger dedicated line subgrade in collapsible loess zone [J]. , 2010, 31(1): 233-236.
[14] NING Bao-kuan,CHEN Si-li,DING Wu-xiu,HUANG Jie. Analysis of meso-fracture process of cemented soil under environmental erosion [J]. , 2009, 30(8): 2215-2219.
[15] ZHENG Dong-jian, LI Feng-zhen. Spatiotemporal forecasting of arch dam-abutment deformation considering time-varying effect [J]. , 2009, 30(5): 1441-1445.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HE Xian-long, ZHAO Li-zhen. Analysis of shear wave velocity based on multiple cross-correlation functions[J]. , 2010, 31(8): 2541 -2545 .
[2] CHEN Guo-xing, ZUO Xi, DU Xiu-li. A simplified method of seismic response analysis of soil-underground structure system[J]. , 2010, 31(S1): 1 -7 .
[3] QIN Hui-lai, HUANG Mao-song, WANG Yu-jie. Application of Monte Carlo search technique to bearing capacity calculations by upper bound method[J]. , 2010, 31(10): 3145 -3150 .
[4] MA Chao-feng,LI Xiao,CHENG Guo-wen,PU Cong-lin. Study of practical approach to assess integrality of engineering rock mass[J]. , 2010, 31(11): 3579 -3584 .
[5] FU Ce-jian. Analysis on roof stability and deformation of concealed cave in karst regions[J]. , 2010, 31(S2): 288 -291 .
[6] QIU En-xi, XIE Qiang, SHI Yue, ZHAO Wen. Application of modified SMR to redbed soft rock slopes[J]. , 2009, 30(7): 2109 -2113 .
[7] SUN Mou,LIU Wei-ning. Research on water inrush mechanism induced by karst tunnel face with high risk[J]. , 2011, 32(4): 1175 -1180 .
[8] LI Fu-lin,PENG Fang-le,KONGKITKUL W.,TATSUOKA F.. Finite element analyses of creep behaviors of non-reinforced and geogrid-reinforced sands[J]. , 2011, 32(4): 1200 -1204 .
[9] ZHAN Chuan-ni, WANG Chen, HE Chang-rong. Effects of strain rate on gravelly soil under undrained condition[J]. , 2011, 32(S1): 428 -0432 .
[10] ZHAN Ji-yan , CHEN Guo-xing , LIU Jian-da. Seismic response characteristics analysis of deep soft site under far-field ground motion of great earthquake[J]. , 2011, 32(S1): 507 -0514 .