›› 2016, Vol. 37 ›› Issue (6): 1588-1596.doi: 10.16285/j.rsm.2016.06.008

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of evolving stress relaxation system of deep coal seam and its dynamic analysis

LIU Chuan-xiao1, WANG Long2, LIU Xing-hui1, ZHUANG Shuai1, YU Shao-bo3   

  1. 1. College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an, Shandong 271018, China; 2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Tianchen Colliery, Zaozhuang Mining Engineering Co., Ltd., Zaozhuang, Shandong 277523, China
  • Received:2014-09-03 Online:2016-06-13 Published:2018-06-09
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51004098, 51574156) and the Natural Science Foundation of Shandong Province (ZR2014DM019).

Abstract: In this study, the Lyapunov index method is adopted to study time series under each loading strain level during the experiment on an evolving stress relaxation system of the deep coal seam. Through reconstructing phase space of deep seams, phase locus corresponding to each strain level presents an evolution on encircling its historic stress median no-repeatedly. By analyzing the time series with the fractal geometrics method, self similarities among different evolving stages of the stress relaxation system have been determined quantitatively. In addition, the relationship between classic mechanics and nonlinear science is also reflected. Nonlinear dynamical indexes of the evolving stress relaxation system are obtained to verify that it is a complicated system with typical chaotic properties. Moreover, the chaotic degree and complicated degree might descend with the development of the stress relaxation system of deep coal seams. It is found that the most obvious chaotic degree appears at the critical stage when the competition between softened factors and the enhanced ones for mechanical features of coal seam is the most drastic. Whereas after macroscopic failure the system shows the lowest chaotic and complicated degrees.

Key words: nonlinear dynamics, stress relaxation, evolving system, deep coal seam, chaos, fractal, phase space

CLC Number: 

  • TU 452

[1] WANG Chuang-ye, CHANG Xin-ke, LIU Yi-Lin, GUO Wen-bin, . Spectrum evolution characteristics of acoustic emission during the rupture process of marble under uniaxial compression condition [J]. Rock and Soil Mechanics, 2020, 41(S1): 51-62.
[2] ZOU Xian-jian, WANG Yi-teng , WANG Chuan-ying, . Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images [J]. Rock and Soil Mechanics, 2020, 41(S1): 290-298.
[3] HONG Chen-jie, HUANG Man, XIA Cai-chu, LUO Zhan-you, DU Shi-gui, . Study of size effect on the anisotropic variation coefficient of rock joints [J]. Rock and Soil Mechanics, 2020, 41(6): 2098-2109.
[4] CHU Fu-yong, ZHU Jun-gao, WENG Hou-yang, YE Yang-fan. Experimental study on maximum dry density of scaled coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1599-1604.
[5] LIU Gong-xun, LI Wei, HONG Guo-jun, ZHANG Kun-yong, CHEN Xiu-han, SHI Shao-gang, RUTTEN Tom. Sandstone failure characteristics in large-scale cutting model tests [J]. Rock and Soil Mechanics, 2020, 41(4): 1211-1218.
[6] YANG He, CHENG Wei-min, LIU Zhen, WANG Wen-yu, ZHAO Da-wei, WANG Wen-di. Fractal characteristics of effective seepage channel structure of water infusion coal based on NMR experiment [J]. Rock and Soil Mechanics, 2020, 41(4): 1279-1286.
[7] KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706.
[8] WANG feng, ZHANG Jian-qing, . Study of breakage behaviour of original rockfill materials considering size effect on particle strength [J]. Rock and Soil Mechanics, 2020, 41(1): 87-94.
[9] SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146.
[10] ZHOU Cui-ying, LIANG Ning, LIU Zhen, . Fractal characteristics of compression failure of red soft rock and cascading failure process [J]. Rock and Soil Mechanics, 2019, 40(S1): 21-31.
[11] ZHAO Guo-yan, LI Zhen-yang, WU Hao, WANG En-jie, LIU Lei-lei. Dynamic failure characteristics of sandstone with non-penetrating cracks [J]. Rock and Soil Mechanics, 2019, 40(S1): 73-81.
[12] ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199.
[13] JI Guo-fa, LI Kui-dong, ZHANG Gong-she, LI Shao-ming, ZHANG Lei, LIU Wei, . Fractal calculation method of model I fracture toughness of shale rock and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1925-1931.
[14] ZHANG Xiao-yan, CAI Yan-yan, ZHOU Hao-ran, YANG Yang, LI Yu-long, . Shear behaviors and fractal dimensions of carol sand at large shear strains [J]. Rock and Soil Mechanics, 2019, 40(2): 610-615.
[15] MA Lin-jian, LI Zeng, LUO Zong-mu, WEI Hou-zhen, DUAN Li-qun, . Experimental study of strain rate effects on mechanical properties of coral particles [J]. Rock and Soil Mechanics, 2019, 40(12): 4637-4643.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!