›› 2011, Vol. 32 ›› Issue (9): 2591-2595.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Anchorage experimental research on a coal roadway with water spraying and broken roof and its application

HE Fu-lian,YAN Hong,YANG Lü-gang,YANG Hong-zeng,LI Qi   

  1. School of Resources and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2011-03-31 Online:2011-09-10 Published:2011-09-13

Abstract: Aiming at the problem of continuous water seepage, spraying and gushing along the borehole of bolt (cable) in rock stratum with rich water, a new waterproofing anchorage agent is introduced; and the corresponding waterproof reaction mechanism and its ratio test on this cartridge are researched. To obtain the strengthen change law of siltstone upon the condition of continuous seepage in the broken roof, the seepage experiment is done respectively in the coal field and laboratory, and the results show: Unsaturated polyester resins of NS-1 and polymer instant rubber powder of XS-1 added with a ratio of 2% are the key points for waterproofing anchorage agent. In the 5 days experimental period, the compressive strength of the experimental siltstones suffering from the continuous effect of the static water experience the change process from the former groups increasing gradually to the two later groups decrease quickly. In the circulation effect between flowing water and air dry, the fracture apertures of siltstones continue increasing in 36-42 h, and the whole strength decreases step by step. On the basis of the experimental observation, the coupling relation between the flowing water in siltstone roof and the supporting structure is thoroughly analyzed. Finally, the results for the bolt and cable anchoring force test with new anchorage agent and supporting application on roadway No. 101101 of Tuanbai coal mine show that cable anchoring force could achieve 208 kN with the draining water content keeping 140 mL/s and applying high pre-tightening force and adopting waterproofing cartridge could solve the supporting problem of continuous seepage in the roof, which ensure the safety and stability of the roadway

Key words: rock stratum with rich water, seepage experiment, fracture, waterproof anchorage agent

CLC Number: 

  • TD 26
[1] SONG Wen-cheng, LIANG Zheng-zhao, . Investigation on failure characteristics and water inrush risk of inclined floor mining above confined aquifer [J]. Rock and Soil Mechanics, 2020, 41(2): 624-634.
[2] WANG Pei-tao, HUANG Zheng-jun, REN Fen-hua, ZHANG Liang, CAI Mei-feng, . Research on direct shear behaviour and fracture patterns of 3D-printed complex jointed rock models [J]. Rock and Soil Mechanics, 2020, 41(1): 46-56.
[3] ZHANG Zhi-tao, WANG Hai-jun, TANG Lei, ZHAO Chu, LI Han-zhang, SU zheng-yang, . Study of fracture characteristics of semi-circular bending with internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2020, 41(1): 111-122.
[4] LOU Ye, ZHANG Guang-qing. Experimental analysis of fracturing fluid viscosity on cyclic hydraulic fracturing [J]. Rock and Soil Mechanics, 2019, 40(S1): 109-118.
[5] XIU Nai-ling, YAN Yu-zhong, XU Yun, WANG Xin, GUAN Bao-shan, WANG Zhen, LIANG Tian-cheng, FU Hai-feng, TIAN Guo-rong, MENG Chuan-you, . Experimental study on conductivity of self-supporting shear fractures based on non-Darcy flow [J]. Rock and Soil Mechanics, 2019, 40(S1): 135-142.
[6] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
[7] ZHAI Ming-lei, GUO Bao-hua, WANG Chen-lin, JIAO Feng, . Compression-shear failure characteristics of rock with penetrated fracture under normal unloading condition [J]. Rock and Soil Mechanics, 2019, 40(S1): 217-223.
[8] ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244.
[9] CHEN Wei-zhong, LEI Jiang, YU Hong-dan, LI Fan-fan, MA Yong-shang, YAN Xian-yang, . Experiment on moisture migration in saturation process of clayey rock [J]. Rock and Soil Mechanics, 2019, 40(9): 3327-3334.
[10] LI Bo, HUANG Jia-lun, ZHONG Zhen, ZOU Liang-chao, . Numerical simulation on hydraulic and solute transport properties of 3D crossed fractures [J]. Rock and Soil Mechanics, 2019, 40(9): 3670-3768.
[11] WANG Rui, YAN Shuai, BAI Jian-biao, CHANG Zhi-guo, SONG Yuan-ba, . Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining [J]. Rock and Soil Mechanics, 2019, 40(8): 3167-3180.
[12] SUN Feng, XUE Shi-feng, PANG Ming-yu, TANG Mei-rong, ZHANG Xiang, LI Chuan, . 3D simulation of fracture growth from perforation to near-wellbore in horizontal wells based on continuum damage model [J]. Rock and Soil Mechanics, 2019, 40(8): 3255-3261.
[13] CHENG Ai-ping, ZHANG Yu-shan, DAI Shun-yi, DONG Fu-song, ZENG Wen-xu, LI Dan-feng, . Space-time evolution of acoustic emission parameters of cemented backfill and its fracture prediction under uniaxial compression [J]. Rock and Soil Mechanics, 2019, 40(8): 2965-2974.
[14] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan. Experimental study of seepage characteristics of consecutive and filling fracture with different roughness levels and gap-widths [J]. Rock and Soil Mechanics, 2019, 40(8): 3062-3070.
[15] ZHANG Yu-bin, HUANG Dan. State-based peridynamic study on the hydraulic fracture of shale [J]. Rock and Soil Mechanics, 2019, 40(7): 2873-2881.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WU Qiong, TANG Hui-ming, WANG Liang-qing, LIN Zhi-hong. Analytic solutions for phreatic line in reservoir slope with inclined impervious bed under rainfall and reservoir water level fluctuation[J]. , 2009, 30(10): 3025 -3031 .
[2] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[3] HE Fa-guo, CHEN Wen-wu, HAN Wen-feng, ZHANG Jing-ke. Correlation of microstructure indices and performance of sand solidified with polymer material SH[J]. , 2009, 30(12): 3803 -3807 .
[4] LEI Yong-sheng. Research on protective measures of City Wall and Bell Tower due to underneath crossing Xi’an Metro Line No.2[J]. , 2010, 31(1): 223 -228 .
[5] SHANG Shou-ping, SUI Xiao-xi, ZHOU Zhi-jin, LIU Fang-cheng, XIONG Wei. Study of dynamic shear modulus of granulated rubber-sand mixture[J]. , 2010, 31(2): 377 -381 .
[6] ZHONG Guo-sheng, XIONG Zheng-ming. Safety assessment of structure by blasting seism based on wavelet packet energy spectra[J]. , 2010, 31(5): 1522 -1528 .
[7] LI Jian-hua, XU Bin, XU Man-qing, LIU You-ping. Vibration isolation using pile rows in a layered poroelastic half-space against vibration due to harmonic loads[J]. , 2010, 31(S2): 12 -18 .
[8] GAO Wen-hua, ZHU Jian-qun, ZHANG Zhi-min, HUANG Zi-yong. Numerical simulation of ultimate bearing capacity of soft rock foundation based on Hoek-Brown nonlinear failure criterion[J]. , 2011, 32(2): 593 -598 .
[9] LENG Yi,LUAN Mao-tian,XU Cheng-shun,MA Tai-lei. Experimental research on behaviors of saturated sand subject to drained shear strength under complex stress conditions[J]. , 2009, 30(6): 1620 -1626 .
[10] ZHANG Ding-wen,LIU Song-yu,GU Chen-ying. Elastoplastic analysis of cylindrical cavity expansion with anisotropic initial stress[J]. , 2009, 30(6): 1631 -1634 .