›› 2011, Vol. 32 ›› Issue (2): 564-570.

• Numerical Analysis • Previous Articles     Next Articles

Probability model of heterogeneous coal considering correlation of mechanical parameters

ZHANG Chun-hui1, ZHAO Quan-sheng1, YU Yong-jiang2   

  1. 1. School of Civil Engineering, Hebei University of Science and Technology, Shijiazhuang 050018, China; 2. School of Mechanics and Engineering Science, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2010-04-19 Online:2011-02-10 Published:2011-02-16

Abstract:

How to consider the relevance of mechanical parameters of heterogeneous coal is a key issue to simulate coal bed. The 102 sets of experimental data including elastic modulus, uniaxial compressive strength and tension strength are derived from Wulong Mine of Fuxin city. Five dimensionless physical parameters including index of elastic modulus, index of uniaixal compressive strength, index of tension strength, index ratio of tension vs. elastic modulus (IRTE) and index ratio uniaixal of compressive strength vs. elastic modulus (IRUCE) are defined. Statistical analysis of the data shows that (1) Elastic modulus, uniaxial compressive strength and tension strength all follow statistical distribution, and may be fitted by Weibull distribution. (2) Indices of elastic modulus, uniaxial compressive strength and tension strength are correlative. (3) IRTE and IRUCE follow Weibull distribution. Then the probability model of heterogeneous coal with the correlation of the mechanical parameters is presented. The corresponding virtual generating system is developed. Two numerical cases are studied. In case 1 the virtual coal samples and the mechanical parameters are generated with the correlation and without the correlation of mechanical parameters, respectively; and the verifications are performed. The results show that the data from the former method are nearer to the experimental data. In case 2, the macroscopical stress-strain curve and the failure process of the numerical coal sample from the both methods under the conditions of plane strain and unaxial compression are studied. The simulating results from the former method are much better. Therefore the model proposed is a better way to simulate the mechanical heterogeneity of coal.

Key words: correlation of mechanical parameters, heterogeneous coal, probability model

CLC Number: 

  • O 319.56
[1] LIU Bo , JIN Ai-bing , GAO Yong-tao , XIAO Shu , . Construction method research on DFN model based on fractal geometry theory [J]. , 2016, 37(S1): 625-630.
[2] ZHANG Chun-hui, YU Yong-jiang, ZHAO Quan-sheng. Seepage-stress elastoplastic coupling model of heterogeneous coal and numerical simulation [J]. , 2009, 30(9): 2837-2842.
[3] QIAN Hai-tao, MA Ping, QIN Si-qing. Analysis of three probability models between trace length and diameter of rock discontinuities [J]. , 2007, 28(9): 1828-1832.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .
[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[4] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[5] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[6] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[7] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[8] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[9] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .
[10] HU Hai-jun, JIANG Ming-jing, ZHAO Tao, PENG Jian-bing, LI Hong. Effects of specimen-preparing methods on tensile strength of remolded loess[J]. , 2009, 30(S2): 196 -199 .