›› 2015, Vol. 36 ›› Issue (1): 123-130.doi: 10.16285/j.rsm.2015.01.017

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Dynamic response of hole wall during coal-gas suction process

XU Ping1, 2,LI Xiao-chun2,ZHOU Xin-min3   

  1. 1. School of Water and Environment, Zhengzhou University, Zhengzhou, Henan 450001, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Seismological Bureau of Zhejiang Province, Hangzhou, Zhejiang 310013, China
  • Received:2013-09-26 Online:2015-01-12 Published:2018-06-13

Abstract: The coal-rocks contain gas are assumed as gas saturated isotropic homogeneous media. The physical equations, geometric equations, continuity equations and dynamic control equations about the coal-rocks are established using the mixture theory. The length of the gas suction hole is much larger than the diameter. The dynamic response of gas suction hole in the coal-rock due to the action of negative suction pressures during the suction process can be simplified into a two-dimensional initial-boundary problem. The theoretical solutions in frequency domain and time domain are respectively derived with Laplace transform and inverse Laplace transform. The parameters of coal rocks and gas in a mine of Henan province are taken as examples. The dynamic response near the hole wall is numerically calculated. The dimensionless radial displacements, radial stresses and circumferential stresses are analyzed. Finally, some conclusions are drawn as follows. The dimensionless radial displacements and stresses are mainly concentrated at a local area near the gas suction hole. The area increases with the suction time. Large and volatile circumferential stresses are generated at the hole wall. They increase as the negative suction pressures increase.

Key words: gas suction, dynamic response, mixture theory, Laplace transformation, theoretical solutions

CLC Number: 

  • TU 452
[1] WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, . Seismic response of pile-soil-structure in coral sand under different earthquake intensities [J]. Rock and Soil Mechanics, 2020, 41(2): 571-580.
[2] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[3] YU Yi-fan, WANG Ping, WANG Hui-juan, XU Shu-ya, GUO Hai-tao, . Physical model test of seismic dynamic response to accumulative landslide [J]. Rock and Soil Mechanics, 2019, 40(S1): 172-180.
[4] YANG Wen-bo, ZOU Tao, TU Jiu-lin, GU Xiao-xu, LIU Yu-chen, YAN Qi-xiang, HE Chuan. Analysis of dynamic response of horseshoe cross-section tunnel under vibrating load induced by high-speed train [J]. Rock and Soil Mechanics, 2019, 40(9): 3635-3644.
[5] LU Jun-long, ZHANG Yin, . Experimental study of the seismic response of the assembled multi-ribbed wall structure-subsoil system in frequency domain [J]. Rock and Soil Mechanics, 2019, 40(6): 2163-2171.
[6] JIANG Li-Chun, LUO En-Min, SHEN Bin-Bin, . A dynamic response of blasting to stereoscopic goaf group based on the multi-degree of freedom model method [J]. Rock and Soil Mechanics, 2019, 40(6): 2407-2415.
[7] SHI Li, WANG Hui-ping, SUN Hong-lei, PAN Xiao-dong, . Approximate analytical solution on vibrations of saturated ground induced by pile foundations [J]. Rock and Soil Mechanics, 2019, 40(5): 1750-1760.
[8] XIONG Zhong-ming, ZHANG Chao, CHEN Xuan. Model test on ground motion parameters of site with fissures under seismic loading [J]. Rock and Soil Mechanics, 2019, 40(2): 421-428.
[9] DING Bo-yang, SONG You-zheng. Dynamic response calculation for u-P solution in saturated soil subjected to an underground point source [J]. Rock and Soil Mechanics, 2019, 40(2): 474-480.
[10] XU Peng, JIANG Guan-lu, REN Shi-jie, TIAN Hong-cheng, WANG Zhi-meng, . Experimental study of dynamic response of subgrade with red mudstone and improved red mudstone [J]. Rock and Soil Mechanics, 2019, 40(2): 678-683.
[11] CUI Qi, HOU Jian-guo, SONG Yi-le. Analyses of restraint of surrounding rock and structural vibration characteristics of underground powerhouse for pumped storage power station [J]. Rock and Soil Mechanics, 2019, 40(2): 809-817.
[12] YE Shuai-hua, ZHAO Zhuang-fu, ZHU Yan-peng, . Large-scale shaking table experiment of loess slope supported by frame anchors [J]. Rock and Soil Mechanics, 2019, 40(11): 4240-4248.
[13] YAN Gao-ming, SHEN Yu-sheng, GAO Bo, ZHENG Qing, FAN Kai-xiang, HUANG Hai-feng. Experimental study of stick-slip fault crossing segmental tunnels with joints [J]. Rock and Soil Mechanics, 2019, 40(11): 4450-4458.
[14] JU Neng-pan, DENG Tian-xin, LI Long-qi, JIANG Jin-yang, ZHANG Chen-yang. Centrifugal shaking table test on toppling deformation mechanism of steep bedding slope under strong earthquake [J]. Rock and Soil Mechanics, 2019, 40(1): 99-108.
[15] HU Shuai-wei, CHEN Shi-hai, . Analytical solution of dynamic response of rock bolt under blasting vibration [J]. Rock and Soil Mechanics, 2019, 40(1): 281-287.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] CHU Xi-hua, XU Yuan-jie. Studies on transformation from M-C criterion to Drucker-Prager criterions based on distortion energy density[J]. , 2009, 30(10): 2985 -2990 .
[2] LIU Dou-dou, CHEN Wei-zhong, YANG Jian-ping, TAN Xian-jun, ZHOU X. Experimental research on strength characteristic of brittle rock unloading confining pressure[J]. , 2009, 30(9): 2588 -2594 .
[3] WANG Gui-yao,LI Bin,LUO Jun,FU Hong-yuan. Study of soil-water charactiristics and matric suction measurement device for unsaturated silty soil[J]. , 2010, 31(11): 3678 -3682 .
[4] LU Ying-fa, CHENG Zhu-lei, XIE Wen-liang, Lü Zhi-zhong. Application of geotechnics to sanitation landfill of refuse[J]. , 2009, 30(1): 91 -98 .
[5] JIA Qiang, YING Hui-qing, ZHANG Xin. Construction of basement in existing buildings by static bolt-pile[J]. , 2009, 30(7): 2053 -2057 .
[6] LU Jun-fu,WANG Ming-nian,JIA Yuan-yuan,YU Yu, TAN Zhong-sheng. Research on construction time of secondary lining of large section loess tunnel for high-speed railway[J]. , 2011, 32(3): 843 -848 .
[7] FANG Tao , LIU Xin-rong , GENG Da-xin , LUO Zhao , JI Xiao-tuan , ZHENG Ming-xin . Model testing study of vertical bearing behaviors for large diameter pile with variable cross-section (I)[J]. , 2012, 33(10): 2947 -2952 .
[8] LI Jie ,LI Wen-pei ,SHI Cun-cheng ,WANG De-rong ,FAN Peng-xian . Research on stress state of circular openings based on shearing slip[J]. , 2012, 33(11): 3271 -3277 .
[9] HU Wan-yu ,CHEN Xiang-hao ,LIN Jiang ,KUANG Lei-qiang . In-situ drilling tests of seepage in gravel soil core wall during the first impoundment in Pubugou hydropower station[J]. , 2013, 34(5): 1259 -1263 .
[10] ZHU Xing ,XU Qiang ,TANG Ming-gao ,FU Xiao-min ,ZHOU Jian-bin . Experimental study of infrasound wave generated by typical rock fracture[J]. , 2013, 34(5): 1306 -1312 .