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WANG Chao-sheng, ZHOU Hong-wei, WANG Rui, WANG Zi-hui, HE Shu-sheng, LIU Jian-feng. Failure characteristics of Beishan granite under unloading confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 329-336. DOI: 10.11779/CJGE201902011
Citation: WANG Chao-sheng, ZHOU Hong-wei, WANG Rui, WANG Zi-hui, HE Shu-sheng, LIU Jian-feng. Failure characteristics of Beishan granite under unloading confining pressures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 329-336. DOI: 10.11779/CJGE201902011

Failure characteristics of Beishan granite under unloading confining pressures

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  • Received Date: December 17, 2017
  • Published Date: February 24, 2019
  • To better understand the effects of unloading confining pressure on failure mechanism, several trial tests on loading axial stresses and unloading confining pressures with different unloading rates are performed, and acoustic emission events are recorded at the same time. In the experiment, five unloading confining pressure rates are set at 0.1, 0.5, 1.0, 1.5 MPa/min and 2.0 MPa/min, and the axial stress loading rate is 10 times the unloading confining pressure rate. Five confining pressures are set at 5, 10, 15, 20 and 30 MPa under every unloading rate. The variation laws of the acoustic emission events with the unloading rates are analyzed, the hierarchical clustering is used to divide the acoustic emission events into tensile failure and shear failure, and the effects of unloading rate, confining pressure, unloading time on the tensile and shear failures are investigated. The results show: (1) The acoustic emission decreases in the form of power function with the increase of the unloading rate, and the effects of the unloading rate on the acoustic emission are more obvious when the confining pressure increases; (2) The ratio of tensile to shear fractures increases with the increasing unloading rate, but it decreases with the increasing confining and unloading time; (3) b-values decrease with the increase of the confining pressure unloading rate and increase when the confining pressure increases, and the influences of the unloading rate and confining pressure on the b-values of the tension fractures are more obvious than those on b values of shear fractures; (4) The local stress state is analyzed by using the Maxwell model, and the mechanism of variation of tensile and shear fractures is further studied.
  • [1]
    LI J, WANG L, WANG X, et al.Research on unloading nonlinear mechanical characteristics of jointed rock masses[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2010, 2(4): 357-364.
    [2]
    GAO F, ZHOU K P, LUO X W, et al.Effect of induction unloading on weakening of rock mechanics properties[J]. Transactions of Nonferrous Metals Society of China, 2012, 22(2): 419-424.
    [3]
    殷志强, 李夕兵, 金解放, 等. 围压卸载速度对岩石动力强度与破碎特性的影响[J]. 岩土工程学报, 2011, 33(8): 1296-1301.
    (YIN Zhi-qiang, LI Xi-bing, JIN Jie-fang, et al.Effects of unloading rates of confining pressure on dynamic strength and fragmentation characteristics of rock under impact loads[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1296-1301. (in Chinese))
    [4]
    卢志堂, 王志亮. 中高应变率下花岗岩动力特性三轴试验研究[J]. 岩土工程学报, 2016, 38(6): 1087-1094.
    (LU Zhi-tang, WANG Zhi-liang.Triaxial tests on dynamic properties of granite under intermediate and high strain rates[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1087-1094. (in Chinese))
    [5]
    陈卫忠, 吕森鹏, 郭小红, 等. 基于能量原理的卸围压实验与岩爆判据研究[J]. 岩石力学与工程学报, 2009, 28(8): 1530-1540.
    (CHEN Wei-zhong, LU Sen-peng, GUO Xiao-hong, et al.Research on unloading confining pressure tests and rockburst criterion based on energy theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(8): 1530-1540. (in Chinese))
    [6]
    邱士利, 冯夏庭, 张传庆, 等. 不同卸围压速率下深埋大理岩卸荷力学特性实验研究[J]. 岩石力学与工程学报, 2010, 29(9): 1807-1817.
    (QIU Shi-li, FENG Xia-ting, ZHANG Chuan-qing, et al.Experimental research on mechanical properties of deep-buried marble under different unloading rates of confining pressures[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1807-1817. (in Chinese))
    [7]
    朱泽奇, 盛谦, 肖培伟, 等. 岩石卸围压破坏过程的能量耗散分析[J]. 岩石力学与工程学报, 2011, 30(增刊1): 2675-2681.
    (ZHU Ze-qi, SHENG Qian, XIAO Pei-wei, et al.Analysis of energy dissipation in process of unloading confining pressure failure of rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1): 2675-2681. (in Chinese))
    [8]
    刘立鹏, 汪小刚, 贾志欣, 等. 锦屏二级水电站大理岩复杂加卸载应力路径力学特性研究[J]. 岩土力学, 2013, 34(8): 2287-2294.
    (LIU Li-peng, WANG Xiao-gang, JIA Zhi-xin, et al.Experiment study of marble mechanical properties of Jinping II hy-dropower station under complex loading and unloading conditions[J]. Rock and Soil Mechanics, 2013, 34(8): 2287-2294. (in Chinese))
    [9]
    BEHNIA A, CHAI H K, SHIOTANI T.Advanced structural health monitoring of concrete structures with the aid of acoustic emission[J]. Construction and Building Materials, 2014, 65: 282-302.
    [10]
    LIU J, LI Y, XU S, et al.Moment tensor analysis of acoustic emission for cracking mechanisms in rock with a pre-cut circular hole under uniaxial compression[J]. Engineering Fracture Mechanics, 2015, 135: 206-218.
    [11]
    OHNO K, OHTSU M.Crack classification in concrete based on acoustic emission[J]. Construction and Building Materials, 2010, 24(12): 2339-2346.
    [12]
    肖福坤, 刘刚, 秦涛, 等. 拉-压-剪应力下细砂岩和粗砂岩破裂过程声发射特性研究[J]. 岩石力学与工程学报, 2016, 35(增刊2): 3458-3472.
    (XIAO Fu-kun, LIU Gang, QIN Tao, et al.Acoustic emission(AE) characteristics of fine sandstone and coarse sandstone fracture process under tension-compression-shear stress[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2): 3458-3472. (in Chinese))
    [13]
    刘培洵, 陈顺云, 郭彦双, 等. 声发射矩张量反演[J]. 地球物理学报, 2014, 57(3): 858-866.
    (LIU Pei-xun, CHEN Shun-yun, GUO Yan-shuang, et al.Moment tensor inversion of acoustic emission[J]. Chinese Journal of Geophys, 2014, 57(3): 858-866. (in Chinese))
    [14]
    GUTENBERG B, RICHTER C F.Frequency of earthquakes in California[J]. Bulletin of The Seismological Society of America, 1944, 34(4): 185-188.
    [15]
    李全林, 于涛, 郝柏林, 等. 地震频度—震级关系的时空扫描[M]. 北京: 地震出版社, 1979.
    (LI Quan-lin, YU Tao, HAO Bai-lin, et al.Time and space scaring of frequency and magnitude of earthquake[M]. Beijing: Seismological Press, 1979. (in Chinese))
    [16]
    RODIONOV V N, SIZOV I A.Model of a rigid body with dissipative structure for geomechanics[J]. Journal of Mining Science, 1988, 24(6): 491-501.
    [17]
    王明洋, 范鹏贤, 李文培. 岩石的劈裂和卸载破坏机制[J]. 岩石力学与工程学报, 2010, 29(2): 234-241.
    (WANG Ming-yang, FAN Peng-xian, LI Wen-pei.Mechanism of splitting and unloading failure of rock[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(2): 234-241. (in Chinese))
    [18]
    范鹏贤, 王明洋, 钱七虎. 深部非均匀岩体卸载拉裂的时间效应和主要影响因素[J]. 岩石力学与工程学报, 2010, 29(7): 1389-1396.
    (FAN Peng-xian, WANG Ming-yang, QIAN Qi-hu.Time effect and main influence factors of unloading splitting of deep-seated rock with nonuniformities[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(7): 1389-1396. (in Chinese))

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