Abstract
The initial micro-cracks affect the evolution characteristics of macroscopic deformation and failure of rock but are often ignored in theoretical calculation, numerical simulation, and mechanical experiments. In this study, we propose a quantitative analysis model to investigate the effects of initial micro-cracks on the evolution of marble deformation and failure. The relationship between the micro-crack propagation and the marble failure characteristics was comprehensively studied by combining theoretical analysis with a micro-computed tomography (micro-CT) scanning technique. We found that with the increase of confining pressure, the matrix elastic modulus of the marble first increased and then tended to be stable, while the micro-cracks increased exponentially. The sensitivity ranges of the marble sample matrix elastic modulus and micro-cracks to confining pressure were 0–30 MPa and 30–50 MPa, respectively. The porosity and Poisson’s ratio decreased exponentially. The increasing proportion of internal micro-cracks led to an increase in the sample non-uniformity. The samples presented mainly shear failure under triaxial compression, and the failure angle decreased linearly with the increase of confining pressure. The convergence direction of cracks decreased gradually. This quantitative analysis model could accurately portray the relationship between the overall macroscopic deformation and the deviatoric stress of the samples at the compaction and the linear elastic stages, thus deepening the understanding of the stress–strain behavior of rocks.
概要
目的
岩石宏观变形破坏演化特征受其内部初始微裂纹的影响,但在理论计算、数值模拟和力学实验中,这部分影响往往被忽略。本文旨在提出一个定量分析模型来研究初始微裂纹对岩石变形破坏演化过程的影响。
创新点
1. 建立初始微裂纹占比定量分析的理论模型;2. 揭示围压对大理岩模型参数演化的影响。
方法
1. 通过理论推导,建立一种能进行岩石初始微裂纹占比定量分析的理论模型,并基于三轴压缩试样的应力分解改进该模型的表达式(公式(13)和(14));2. 通过三轴压缩试验,确定岩石初始裂隙精确分析的拟合区间,并分析围压对大理岩试样模型参数演化的影响(图5~7);3. 结合微CT扫描技术,对受载岩样的裂隙演化特征进行讨论与分析(图10和11)。
结论
1. 所建立的岩石初始微裂纹占比定量分析模型参数物理意义明确、确定方便;2. 随着围压的增加,试样孔隙度和泊松比均以指数函数的形式递减,基质部分弹性模量先增大后趋于稳定,而微裂纹弹性模量呈指数增长;3. 试样破坏是试样内部微裂纹扩展的结果,且宏观破坏角随着围压的增大而线性减小。
Similar content being viewed by others
References
Bieniawski ZT, 1967. Mechanism of brittle fracture of rock: parts I, II and III. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 4(4): 395–430. https://doi.org/10.1016/0148-9062(67)90030-7
Cai JC, Wei W, Hu XY, et al., 2017. Electrical conductivity models in saturated porous media: a review. Earth-Science Reviews, 171:419–433. https://doi.org/10.1016/j.earscirev.2017.06.013
Cao P, Cao RH, Zhao YL, et al., 2016. Propagation-coalescence and rheologic fracture behavior of rock cracks. The Chinese Journal of Nonferrous Metals, 26(8): 1737–1762 (in Chinese). https://doi.org/10.19476/j.ysxb.1004.0609.2016.08.017
Chang SH, Lee CI, 2004. Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission. International Journal of Rock Mechanics and Mining Sciences, 41(7): 1069–1086. https://doi.org/10.1016/j.ijrmms.2004.04.006
Chen T, 2017. Study on the Techniques of Active Prevention and Controlling of Rock Burst Based on Controlled Blasting. MS Thesis, Wuhan University, Wuhan, China (in Chinese).
Corkum AG, Martin CD, 2007. The mechanical behaviour of weak mudstone (Opalinus Clay) at low stresses. International Journal of Rock Mechanics and Mining Sciences, 44(2):196–209. https://doi.org/10.1016/j.ijrmms.2006.06.004
Freed AD, 1995. Natural strain. Journal of Engineering Materials and Technology, 117(4):379–385. https://doi.org/10.1115/1.2804729
Li SY, Wang ZL, Wang JG, et al., 2023. Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves. Bulletin of Engineering Geology and the Environment, 82(4): 133. https://doi.org/10.1007/s10064-023-03123-5
Li TC, Lyu LX, Zhang SL, et al., 2015. Development and application of a statistical constitutive model of damaged rock affected by the load-bearing capacity of damaged elements. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 16(8):644–655. https://doi.org/10.1631/jzus.A1500034
Li XZ, Qi CZ, Shao ZS, et al., 2018. Static shear fracture influenced by historic stresses path and crack geometries in brittle solids. Theoretical and Applied Fracture Mechanics, 96:64–71. https://doi.org/10.1016/j.tafmec.2018.04.002
Liu N, Zhang CS, Shan ZG, et al., 2019. Deep buried large and long tunnel supporting design and engineering practice under the risk of rock burst. Chinese Journal of Rock Mechanics and Engineering, 38(S1):2934–2943 (in Chinese). https://doi.org/10.13722/j.cnki.jrme.2018.1086
Liu Y, Dai F, 2021. A review of experimental and theoretical research on the deformation and failure behavior of rocks subjected to cyclic loading. Journal of Rock Mechanics and Geotechnical Engineering, 13(5):1203–1230. https://doi.org/10.1016/j.jrmge.2021.03.012
Morgan SP, Johnson CA, Einstein HH, 2013. Cracking processes in Barre granite: fracture process zones and crack coalescence. International Journal of Fracture, 180(2): 177–204. https://doi.org/10.1007/s10704-013-9810-y
Nur A, 1971. Effects of stress on velocity anisotropy in rocks with cracks. Journal of Geophysical Research: Solid Earth, 76(8):2022–2034. https://doi.org/10.1029/JB076i008p02022
Peng J, Rong G, Zhou CB, et al., 2016. A study of crack closure effect of rocks and its quantitative model. Rock and Soil Mechanics, 37(1):126–132 (in Chinese). https://doi.org/10.16285/j.rsm.2016.01.015
Taheri A, Zhang YB, Munoz H, 2020. Performance of rock crack stress thresholds determination criteria and investigating strength and confining pressure effects. Construction and Building Materials, 243:118263. https://doi.org/10.1016/j.conbuildmat.2020.118263
Wang ZL, Feng CC, Wang JG, et al., 2022. An improved statistical damage constitutive model for rock considering the temperature effect. International Journal of Geomechanics, 22(11): 1–9. https://doi.org/10.1061/(ASCE)GM.1943-5622.0002571
Xie HP, 2019. Research review of the state key research development program of China: deep rock mechanics and mining theory. Journal of China Coal Society, 44(5):1283–1305 (in Chinese). https://doi.org/10.13225/j.cnki.jccs.2019.6038
Xie SJ, Han ZY, Lin H, 2022. A quantitative model considering crack closure effect of rock materials. International Journal of Solids and Structures, 251:111758. https://doi.org/10.1016/j.ijsolstr.2022.111758
Zhang C, Chen QN, Yang QJ, et al., 2020. Whole process simulation method of brittle rocks deformation and failure considering initial voids closure and its influence. Journal of China Coal Society, 45(3):1044–1052 (in Chinese). https://doi.org/10.13225/j.cnki.jccs.2019.0221
Zhang QB, Zhao J, 2014. A review of dynamic experimental techniques and mechanical behaviour of rock materials. Rock Mechanics and Rock Engineering, 47(4):1411–1478. https://doi.org/10.1007/s00603-013-0463-y
Zhao Y, Liu HH, 2012. An elastic stress–strain relationship for porous rock under anisotropic stress conditions. Rock Mechanics and Rock Engineering, 45(3):389–399. https://doi.org/10.1007/s00603-011-0193-y
Zhou HW, Wang ZH, Ren WG, et al., 2019. Acoustic emission based mechanical behaviors of Beishan granite under conventional triaxial compression and hydro-mechanical coupling tests. International Journal of Rock Mechanics and Mining Sciences, 123:104125. https://doi.org/10.1016/j.ijrmms.2019.104125
Zuo JP, Chen Y, Liu XL, 2019. Crack evolution behavior of rocks under confining pressures and its propagation model before peak stress. Journal of Central South University, 26(11):3045–3056. https://doi.org/10.1007/s11771-019-4235-z
Acknowledgments
This work is supported by the National Natural Science Foundation of China (Nos. 12272119 and U1965101).
Author information
Authors and Affiliations
Contributions
Zhiliang WANG: conceptualization, data processing, writing–review & editing, supervision, and funding acquisition. Songyu LI: conceptualization, data processing, formal analysis, writing–original draft, and writing–review & editing. Jianguo WANG, Ao LI, Weixiang WANG, Chenchen FENG, and Jingjing FU: writing–review & editing.
Corresponding author
Ethics declarations
Zhiliang WANG, Songyu LI, Jianguo WANG, Ao LI, Weixiang WANG, Chenchen FENG, and Jingjing FU declare that they have no conflict of interest.
Additional information
Electronic supplementary materials
Sections S1–S3, Eqs. (S1)–(S6), Table S1, Figs. S1–S3
Electronic supplementary material
Rights and permissions
About this article
Cite this article
Wang, Z., Li, S., Wang, J. et al. Evolution mechanism and quantitative characterization of initial micro-cracks in marble under triaxial compression. J. Zhejiang Univ. Sci. A 25, 586–595 (2024). https://doi.org/10.1631/jzus.A2300159
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1631/jzus.A2300159