• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 57 Issue 2
Jul.  2022
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Article Contents
LI Xiulei, CHEN Hongkai, ZHANG Jinhao. Statistical Damage Model for Whole Deformation and Failure Process of Rock Considering Initial Void Closure[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 314-321. doi: 10.3969/j.issn.0258-2724.20200220
Citation: LI Xiulei, CHEN Hongkai, ZHANG Jinhao. Statistical Damage Model for Whole Deformation and Failure Process of Rock Considering Initial Void Closure[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 314-321. doi: 10.3969/j.issn.0258-2724.20200220

Statistical Damage Model for Whole Deformation and Failure Process of Rock Considering Initial Void Closure

doi: 10.3969/j.issn.0258-2724.20200220
  • Received Date: 19 Apr 2020
  • Accepted Date: 29 Nov 2021
  • Rev Recd Date: 01 Jul 2020
  • Available Online: 07 Jul 2022
  • Publish Date: 16 Sep 2020
  • In order to establish a constitutive model that can accurately simulate the whole deformation and failure process of rock, a deep analysis is made of the limitations of the existing statistical damage models incapable of well describing the initial nonlinear phase of rock deformation. Considering the deformation mechanism of rock comprehensively, the intact rock is abstracted as a material composed of rock skeleton and voids. Based on the analysis of the deformation relationships among the whole rock, rock skeleton and voids, the concept of rock void strain ratio K is proposed; the calculation methods of rock skeleton strain and voids strain are presented using triaxial test results to derive the evolution equation of K. By introducing the statistical damage theory, the rock is regarded as being composed of many micro elements whose strength obeys the distribution of Weibull function. Finally, a new constitutive model is established to describe the whole rock deformation process, and the determination methods of relevant model parameters are given. Compared with other model calculations and test results, this constitutive model can better simulate the five phases of the whole rock deformation and failure process under load, and the correlation coefficients are all larger than 0.92 for different confining test results. It also well explains the mechanical behavior characteristics that the larger the confining pressure, the shorter the initial void closure phase, and the larger the elastic modulus, peak strength and peak strain.

     

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  • [1]
    YANG S Q. Experimental study on deformation,peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression[J]. Engineering Geology, 2016, 213: 11-24. doi: 10.1016/j.enggeo.2016.08.012
    [2]
    张春会,赵全胜,王来贵,等. 三轴压缩岩石应变软化及渗透率演化的试验和数值模拟[J]. 煤炭学报,2015,40(8): 1774-1782.

    ZHANG Chunhui, ZHAO Quansheng, WANG Laigui, et al. Test and numerical modeling on strain softening behavior and permeability evolution of rock under triaxial compression[J]. Journal of China Coal Society, 2015, 40(8): 1774-1782.
    [3]
    衡帅,杨春和,张保平,等. 页岩各向异性特征的试验研究[J]. 岩土力学,2015,36(3): 609-616.

    HENG Shuai, YANG Chunhe, ZHANG Baoping, et al. Experimental research on anisotropic properties of shale[J]. Rock and Soil Mechanics, 2015, 36(3): 609-616.
    [4]
    卢允德,葛修润,蒋宇,等. 大理岩常规三轴压缩全过程试验和本构方程的研究[J]. 岩石力学与工程学报,2004,23(15): 2489-2493. doi: 10.3321/j.issn:1000-6915.2004.15.001

    LU Yunde, GE Xiurun, JIANG Yu, et al. Study on conventional triaxial compression test of complete process for marble and its constitutive equation[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2489-2493. doi: 10.3321/j.issn:1000-6915.2004.15.001
    [5]
    KRAJCINOVIC D, SILVA M A D. Statistical aspects of the continuous damage theory[J]. International Journal of Solid and Structure, 1982, 18(7): 551-562. doi: 10.1016/0020-7683(82)90039-7
    [6]
    CHEN S, QIAO C S, YE Q, et al. Comparative study on three-dimensional statistical damage constitutive modified model of rock based on power function and Weibull distribution[J]. Environmental Earth Science, 2018, 77(3): 108-116. doi: 10.1007/s12665-018-7297-6
    [7]
    张慧梅,雷利娜,杨更社. 等围压条件下岩石本构模型及损伤特性[J]. 中国矿业大学学报,2015,44(1): 59-63.

    ZHANG Huimei, LEI Lina, YANG Gengshe. Characteristic and representation model of rock damage process under constant confining stress[J]. Journal of China University of Mining and Technology, 2015, 44(1): 59-63.
    [8]
    张明,王菲,杨强. 基于三轴压缩试验的岩石统计损伤本构模型[J]. 岩土工程学报,2013,35(11): 1965-1971.

    ZHANG Ming, WANG Fei, YANG Qiang. Statistical damage constitutive model for rocks based on triaxial compression tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 1965-1971.
    [9]
    WEN T, LIU Y R, YANG C G, et al. A rock damage constitutive model and damage energy dissipation rate analysis for characterising the crack closure effect[J]. Geomechanics and Geoengineering, 2018, 13(1): 54-63. doi: 10.1080/17486025.2017.1330969
    [10]
    ZHOU S W, XIA C C, ZHAO H B, et al. Statistical damage constitutive model for rocks subjected to cyclic stress and cyclic temperature[J]. Acta Geophy, 2017, 65(5): 893-906. doi: 10.1007/s11600-017-0073-2
    [11]
    LEMAITRE. How to use damage mechanics[J]. Nuclear Engineering and Dwsign, 1984, 80(2): 233-245. doi: 10.1016/0029-5493(84)90169-9
    [12]
    曹文贵,张升,赵明华. 软化与硬化特性转化的岩石损伤统计本构模型之研究[J]. 工程力学,2006,23(11): 110-115. doi: 10.3969/j.issn.1000-4750.2006.11.018

    CAO Wengui, ZHANG Sheng, ZHAO Minghua. Study on a statistical damage constitutive model with conversion between softening and hardening properties of rock[J]. Engineering Mechanics, 2006, 23(11): 110-115. doi: 10.3969/j.issn.1000-4750.2006.11.018
    [13]
    李海潮,张升. 基于修正Lemaitre应变等价性假设的岩石损伤模型[J]. 岩土力学,2017,38(5): 1321-1326.

    LI Haichao, ZHANG Sheng. A constitutive damage model of rock based on the assumption of modified Lemaitre strain equivalence hypothesis[J]. Rock and Soil Mechanics, 2017, 38(5): 1321-1326.
    [14]
    刘冬桥,王焯,张晓云. 岩石应变软化变形特性及损伤本构模型研究[J]. 岩土力学,2017,38(10): 2901-2908.

    LIU Dongqiao, WANG Zhou, ZHANG Xiaoyun. Characteristics of strain softening of rocks and its damage constitutive model[J]. Rock and Soil Mechanics, 2017, 38(10): 2901-2908.
    [15]
    LI Y W, JIA D, RUI Z H, et al. Evaluation method of rock brittleness based on statistical constitutive relations for rock damage[J]. Journal of Petroleum Science and Engineering, 2017, 153: 123-132. doi: 10.1016/j.petrol.2017.03.041
    [16]
    曹文贵,张超,贺敏,等. 考虑孔隙压密阶段特征的岩石应变软化统计损伤模拟方法[J]. 岩土工程学报,2016,38(10): 1754-1761. doi: 10.11779/CJGE201610002

    CAO Wengui, ZHANG Chao, HE Min, et al. Statistical damage simulation method of strain softening deformation process for rock considering characteristics of void compaction stage[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1754-1761. doi: 10.11779/CJGE201610002
    [17]
    XU P, YANG S Q. A fracture damage constitutive model for fissured rock mass and its experimental verification[J]. Arabian Journal of Geosciences, 2017, 10(7): 2947-2954.
    [18]
    MENENDEZ B, ZHU W, WONG T F. Micromechanics of brittle faulting and cataclastic flow in Berea sandstone[J]. Journal of Structural Geology, 1996, 18(1): 1-16. doi: 10.1016/0191-8141(95)00076-P
    [19]
    HAJIAOBDOLMAJID V, KAISER P K, MARTIN C D. Modelling brittle failure of rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(6): 731-741.
    [20]
    ZHAO H, SHI C J, ZHAO M H, et al. Statistical damage constitutive model for rocks considering residual strength[J]. International Journal of Geomechanics, 2017, 17(1): 04016033.1-04016033.9.
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