›› 2015, Vol. 36 ›› Issue (3): 769-776.doi: 10.16285/j.rsm.2015.03.022

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Characters of rheological damage and constitutive model of salt rock

DING Jing-yang1,ZHOU Hong-wei1,CHEN Qiong1,LIU Di1,LIU Jian-feng2   

  1. 1. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing 100083, China; 2. College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China
  • Received:2014-02-17 Online:2015-03-11 Published:2018-06-13

Abstract: This paper analyzes the correlations between three regions of rheology and numbers of acoustic emission (AE) events with the application of the rheology-AE test for salt rock under the condition of uniaxial compression. On the basis of the relationship between AE events and loading time, which is obtained from Weibull distribution, the function of damage variable with time is proposed. By comparing the fitting results with data obtained from the rheology-AE test and the rheology-ultrasonic test of salt rock, it is found that the function of damage variable with time has an excellent applicability. In addition, this paper conducts the sensitivity analysis of parameters in the function of damage variable with time and reveals the effects of shape parameters and scale parameters on the damage variable of salt rock. The theories of fractional calculus and damage are introduced to build the constitutive model of the variable-viscosity Abel dashpot. By replacing the Newton dashpot in the Nishihara model with the variable-viscosity Abel dashpot, the fractional rheological model of salt rock is proposed. The fitting analysis of uniaxial rheological test curves of salt rock suggests that the fractional rheological model is evidently superior to Nishihara model in describing three regions of rheology, especially the accelerating one. Furthermore, the Nishihara model is proved to be a special case of the fractional rheological model.

Key words: rheology-acoustic emission, Weibull distribution, damage evolution, theory of fractional calculus, uniaxial rheological test of salt rock

CLC Number: 

  • TU452
[1] 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.
[2] SONG Yong-jun, YANG Hui-min, ZHANG Lei-tao, REN Jian-xi. CT real-time monitoring on uniaxial damage of frozen red sandstone [J]. Rock and Soil Mechanics, 2019, 40(S1): 152-160.
[3] KANG Yan-fei, CHEN Jie, JIANG De-yi, LIU Wei, FAN Jin-yang. Summary on damage self-healing property of rock salt [J]. Rock and Soil Mechanics, 2019, 40(1): 55-69.
[4] LIU Jian, ZHAO Guo-yan, LIANG Wei-zhang, WU Hao, PENG FU-hua,. Numerical simulation of uniaxial compressive strength and failure characteristics in nonuniform rock materials [J]. , 2018, 39(S1): 505-512.
[5] FANG Xiang-wei, LI Jing-xin, LI Jie, SHEN Chun-ni,. Study of triaxial compression test and damage constitutive model of biocemented coral sand columns [J]. , 2018, 39(S1): 1-8.
[6] CHEN Zi-quan, HE Chuan, DONG Wei-jie, MA Gao-yu, PAN Xu-yong, PEI Cheng-yuan,. Physico-mechanical properties and its energy damage evolution mechanism of the Jurassic and Cretaceous argillaceous sandstone in Northern Xinjiang [J]. , 2018, 39(8): 2873-2885.
[7] CHEN Zi-quan, HE Chuan, WU Di, GAN Lin-wei, XU Guo-wen, YANG Wen-bo. Mechanical properties and energy damage evolution mechanism of deep-buried carbonaceous phyllite [J]. , 2018, 39(2): 445-456.
[8] LI Hai-chao, ZHANG Sheng, . A constitutive damage model of rock based on the assumption of modified Lemaitre strain equivalence hypothesis [J]. , 2017, 38(5): 1321-1326.
[9] ZHANG Jun-wei, JIANG De-yi, CHEN Jie, ZHAO Yun-feng, CHENG Yan-fei,. Effect of brine flux on damage and dissolving characteristics of rock salt under the condition of complex stress unloading [J]. , 2017, 38(3): 640-648.
[10] LIU Dong-qiao, WANG Zhuo, ZHANG Xiao-yun, . Characteristics of strain softening of rocks and its damage constitutive model [J]. , 2017, 38(10): 2901-2908.
[11] LIU Zhi-yong, XIAO Ming-li, XIE Hong-qiang, HE Jiang-da, . Stress relaxation properties of schist based on damage evolution [J]. , 2016, 37(S1): 101-107.
[12] HU Shao-hua ZHANG Guang ZHANG Miao JIANG Xiu-ling CHEN Yi-feng . Deformation characteristics tests and damage mechanics analysis of Beishan granite after thermal treatment [J]. , 2016, 37(12): 3427-3436.
[13] HU Hua , CAI Liang , LIANG Jian-ye , CHEN Jian , LI Xiang-hua,. Experimental research on impact damage and damage evolution characteristics of granitic saprolite [J]. , 2015, 36(S1): 25-30.
[14] ZHANG Guo-kai, LI Hai-bo, XIA Xiang, LI Jun-ru, YU Chong, LIU Jing-sen. Research on energy and damage evolution of rock under uniaxial compression [J]. , 2015, 36(S1): 94-100.
[15] SHANG Zhen-hua ,TANG Shao-hui ,JIAO Wen-yu ,LIU Chang,. Failure probability of goaf in large-scale based on simulation of FLAC3D [J]. , 2014, 35(10): 3000-3006.
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] WANG Zhi-ping,HU Min-yun,XIA Ling-tao. Research on compressibility of municipal solid waste by laboratory tests[J]. , 2009, 30(6): 1681 -1686 .
[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] DANG Fa-ning , LIANG Xin-yu , TIAN Wei , CHEN Hou-qun. Numerical analysis of size effect on meso-concrete random aggregate model[J]. , 2009, 30(S2): 518 -523 .
[8] WANG Cheng-hua, AN Jian-guo. Numerical analyses of vertical bearing capacity of foundations with enlarged pile group[J]. , 2011, 32(S2): 580 -585 .
[9] 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 .
[10] 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 .