›› 2003, Vol. 24 ›› Issue (4): 587-591.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Testing study on water conduction coefficient of coal mass and its variation law

KANG Tian-he1,2,BAI Shi-wei1,ZAO Yong-hong2   

  1. 1. Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071, China; 2. Taiyuan University of Technology,Taiyuan 030024, China
  • Received:2002-11-20 Online:2003-08-11 Published:2014-08-19

Abstract: The test device and method on the water conduction coefficient for large sample under triaxial stress state are introduced. The tested results from the 18 coal seams in China have made known that the water conduction coefficients of the coal masses are attenuating in minus exponential law with the volume stress increasing, and increasing in positive exponential law with pore water pressure increasing. In statistical sense, the water conduction coefficients of the coal masses are interrelated with the coal metamorphic grade. But they are also influenced by the geological and structural conditions of the coal seams. It should be based on the test to evaluate coal seam permeability. The study results are of some guide meaning for coal seam infusion, gas suction and coal gas exploitation.

Key words: large sample, triaxial stress, water conduction coefficient, test in laboratory

CLC Number: 

  • LD 163+.1
  • 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] ZHU Huan-zhen, LI Xi-bing, GONG Feng-qiang. Assessment of probability distribution of large samples of geotechnical parameters by using normal information spread estimation method [J]. , 2015, 36(11): 3275-3282.
[2] HUANG Bin ,CHEN Zhan-lin ,XU Han,. Expansion model of expansive soil and its application to slope engineering [J]. , 2014, 35(12): 3550-3555.
[3] TIAN Kun-yun ,ZHANG Rui-lin,. Research on triaxial stress seepage experiment device loaded by high pressure water and negative pressure [J]. , 2014, 35(11): 3338-3344.
[4] JIANG De-yi , SONG Shu-yi , REN Song , CHEN Jie , YANG Chun-he . Analysis of factors influencing rock salt dissolution rate under triaxial stress effect [J]. , 2013, 34(4): 1025-1030.
[5] TANG Yan-chun,FANG Jing-nian,ZHOU Hui. Experimental study of rock salt dissolving characteristics under triaxial stress [J]. , 2012, 33(6): 1601-1607.
[6] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress [J]. , 2011, 32(3): 677-683.
[7] LUO Xing-wen, YAO Hai-lin. A model for comprehensively evaluating rock quality base on principal component analysis and its application [J]. , 2010, 31(S2): 452-0455.
[8] WU Jin-wen,ZHAO Yang-sheng,WAN Zhi-jun,DONG Fu-ke,FENG Zi-jun,LI Yi. Experimental study of acoustic emission characteristics of granite thermal cracking under middle-high temperature and triaxial stress [J]. , 2009, 30(11): 3331-3336.
[9] HU You-chang , DENG Wei , LIN Han-qing , CAI Yun-sheng , GUO hui-guang , ZHANG Shao-jun . Experimental study on resilient modulus of soil reinforced by biaxial geogrid [J]. , 2008, 29(3): 759-763.
[10] SUN Jian-yun , WANG Jian-hua , ZHANG Song , LIU Bo , LUO Sha . Research on application of surfacewave method to cement-soil wall [J]. , 2003, 24(4): 598-602.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Xian-jun, CHEN Ming-xiang, CHANG Xiao-lin, ZHOU Wei, YUNA Zi-hou. Studies of application of Drucker-Prager yield criteria to stability analysis[J]. , 2009, 30(12): 3733 -3738 .
[2] CHEN Kai-sheng,SHA Ai-min. Research on resilient modulus test of compacted loess[J]. , 2010, 31(3): 748 -752 .
[3] YANG Yong-bo, LIU Ming-gui, ZHANG Guo-hua, LI Qi. Analysis of construction parameter optimization for new large cross-section tunnel next to existing tunnels[J]. , 2010, 31(4): 1217 -1226 .
[4] YUAN Xi-zhong,LI Ning,ZHAO Xiu-yun,LI Jing. Study of thermal conductivity model for unsaturated unfrozen and frozen soils[J]. , 2010, 31(9): 2689 -2694 .
[5] LI Peng, LIU Jian, LI Guo-he, ZHU Jie-bing, LIU Shang-ge. Experimental study for shear strength characteristics of sandstone under water-rock interaction effects[J]. , 2011, 32(2): 380 -386 .
[6] WEI Hou-zhen, YAN Rong-tao, CHEN Pan, TIAN Hui-hui, WU Er-lin, WEI Chang-fu. Deformation and failure behavior of carbon dioxide hydrate-bearing sands with different hydrate contents under triaxial shear tests[J]. , 2011, 32(S2): 198 -203 .
[7] YANG Guang-hua. Calculation of soil nail forces and displacement in soil nailing retaining wall[J]. , 2012, 33(1): 137 -146 .
[8] PENG Fang-le , LI Fu-lin , BAI Xiao-yu. A dynamic relaxation - finite element method for strong nonlinearity caused by post-peak strain softening of sands[J]. , 2012, 33(2): 590 -596 .
[9] ZHANG Le-wen , ZHANG De-yong , QIU Dao-hong. Application of radial basis function neural network to geostress field back analysis[J]. , 2012, 33(3): 799 -804 .
[10] LI Shun-qun ,GAO Ling-xia ,CHAI Shou-xi. Significance and interaction of factors on mechanical properties of frozen soil[J]. , 2012, 33(4): 1173 -1177 .