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花岗岩破裂过程中声波与声发射变化特征试验研究

李浩然, 杨春和, 刘玉刚, 陈锋, 马洪岭, 王兵武

李浩然, 杨春和, 刘玉刚, 陈锋, 马洪岭, 王兵武. 花岗岩破裂过程中声波与声发射变化特征试验研究[J]. 岩土工程学报, 2014, 36(10): 1915-1923. DOI: 10.11779/CJGE201410020
引用本文: 李浩然, 杨春和, 刘玉刚, 陈锋, 马洪岭, 王兵武. 花岗岩破裂过程中声波与声发射变化特征试验研究[J]. 岩土工程学报, 2014, 36(10): 1915-1923. DOI: 10.11779/CJGE201410020
LI Hao-ran, YANG Chun-he, LIU Yu-gang, CHEN Feng, MA Hong-ling, WANG Bing-wu. Experimental research on ultrasonic velocity and acoustic emission properties of granite under failure process[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1915-1923. DOI: 10.11779/CJGE201410020
Citation: LI Hao-ran, YANG Chun-he, LIU Yu-gang, CHEN Feng, MA Hong-ling, WANG Bing-wu. Experimental research on ultrasonic velocity and acoustic emission properties of granite under failure process[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1915-1923. DOI: 10.11779/CJGE201410020

花岗岩破裂过程中声波与声发射变化特征试验研究  English Version

基金项目: 国家自然科学基金项目(41272391); 国家自然科学基金青年基金项目(51304187)
详细信息
    作者简介:

    李浩然(1987- ),男,辽宁兴城人,博士研究生,主要从事地下工程稳定性分析与灾害防治方面的研究工作。E-mail: hrl87@126.com。

Experimental research on ultrasonic velocity and acoustic emission properties of granite under failure process

  • 摘要: 采用声波、声发射一体化监测装置研究了单轴加载及循环荷载作用下花岗岩波速和声发射变化特征。研究结果表明:①加载初期,岩石内部微裂纹受力闭合,纵波、横波波速显著增加,而声发射事件数量极少;加载中期,岩石处于线弹性变形阶段,纵波、横波波速缓慢增加后保持稳定,声发射事件少量产生,约占声发射事件总量的9.44%;加载后期,岩石处于破裂损伤阶段,裂纹开始萌生,拓展,岩石纵波波速呈现略微下降趋势,而横波波速明显降低,声发射活动剧烈,约占声发射事件总量的50.63%。峰值应力之后,花岗岩横波波速开始急剧下降,而纵波波速缓慢降低,声发射活动依然活跃。②由于岩石的内部损伤需要积蓄一定能量才会形成,因此声发射活动呈现“相对平静、间隔突发”的规律,“相对平静期”最明显的时段位于峰值应力之前。③循环加卸载条件下,岩石的波速和声发射变化特征与应力状态表现出良好的一致性。统计分析声发射事件数量随应力的变化规律,论证了岩石的Felicity效应;比较分析加载过程中的Felicity比变化,证明了岩体的累积损伤。
    Abstract: The experiments on granite under uniaxial compression and cyclic stress loading are carried out, and changes in velocity and the activities of acoustic emission are recorded by the ultrasonic velocity and acoustic emission synchronous monitoring devices. The results show that: (1) In the beginning of the loading tests, the shear-wave velocity and longitudinal-wave velocity have a significant ascension due to the closure of rock micro-cracks, while the AE events are rare; the granite is in the linear elastic deformation stage in the middle of compression experiments, the ultrasonic velocity increases firstly and then keeps stable for a while, and a small amount of AE events, about 8.77% of all the AE events, will occur; because of generating and expanding of cracks in the rock samples, the granite will suffer serious damage in the later period of compression tests, the longitudinal-wave velocity decreases slightly and the shear-wave one reduces significantly, and AE has positive activities, about 50.96% of all the AE number. After the stress peak, the shear-wave velocity begins to reduce sharply and the longitudinal-wave one decreases slowly, while the AE remains active. (2) Because the rock damage needs enough energy accumulated, the AE exhibits a law of “quiet relatively and bursting at intervals”, and the most evident “ relatively quiet period” happens before the peak stress. (3) In the tests of cyclic stress loading, the ultrasonic velocity and AE activities of the rock have a good consistency with stress condition. Change of AE events at peak stress can reflect accumulated damage of the rock, and the Felicity effect can be demonstrated by comparing the AE events at the same stress stage.
  • [1] 李元辉, 赵兴东, 赵有国, 等. 不同条件下花岗岩中声波传播速度的规律[J]. 东北大学学报(自然科学版), 2006, 27(9): 1030-1033. (LI Yuan-hui, ZHAO Xing-dong, ZHAO You-guo, et al. Propagation law of wave velocity in granite sample under different conditions[J]. Journal of Northeastern University (Natural Science), 2006, 27(9): 1030-1033. (in Chinese))
    [2] 陈颙, 杨咸武, 韩彪. 变形过程中岩石P波速度场的空间变化[J]. 地震学报, 1990, 12(1): 54-62. (CHEN Yong, YANG Xian-wu, HAN Biao. Spatial velocity variations of P waves during rock deformations[J]. ACTA Geophysica Sinica, 1990, 12(1): 54-62. (in Chinese))
    [3] 罗津辉, 蔡忠理, 刘 克, 等. 用声波参数确定岩石加载破坏过程的不同阶段[J]. 岩土力学, 1992, 13(1): 51-56. (LUO Jin-hui, CAI Zhong-li, LIU Ke, et al. Determination of the various stages in the process if rock failure under loading by the acoustic parameters[J]. Rock and Soil Mechanics, 1992, 13(1): 51-56. (in Chinese))
    [4] 郑贵平, 赵兴东, 刘建坡, 等. 岩石加载过程声波波速变化规律实验研究[J]. 东北大学学报(自然科学版), 2009, 30(8): 1197-1200. (ZHENG Gui-ping, ZHAO Xing-dong, LIU Jian-po, et al. Experimental study on change in acoustic wave velocity when rock is loading[J]. Journal of Northeastern University (Natural Science), 2009, 30(8): 1197-1200. (in Chinese))
    [5] 宋丽莉, 葛洪魁, 郭志伟, 等. 利用多次散射波监测介质性质变化的试验研究[J]. 岩石力学与工程学报, 2012, 31(4): 713-722. (SONG Li-li, GE Hong-kui, GUO Zhi-wei, et al. Experimental study of variation of media properties monitoring using multiple scattering waves[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(4): 713-722. (in Chinese))
    [6] KAISER E J. A study of acoustic phenomena in tensile test[D]. Munchen: Technische Hochschule Munchen, 1950,
    [7] 李林. 岩石声发射特性的研究[J]. 化工矿山技术, 1995, 24(2): 37-40. (LI Lin. Characteristics of acoustic emission of rocks[J]. Industrial Minerals & Processing, 1995, 24(2): 37-40. (in Chinese))
    [8] 纪洪广. 混凝土材料声发射性能研究与应用[M]. 北京: 煤炭工业出版社, 2004. (JI Hong-guang. Research and application of acoustic emission performance in concrete materials[M]. Beijing:Coal Industry Press, 2004. (in chinese))
    [9] CHMEL A, SHCHERBAKOV I. A comparative acoustic emission study of compression and impact fracture in granite[J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 64(10): 56-59.
    [10] ALKAN H, CINAR Y, PUSCH G. Rock salt dilatancy boundary from combined acoustic emission and triaxial compression tests[J]. International Journal of Rock Mechanics and Mining Sciences, 2007, 44(1): 108-119.
    [11] REN S, BAI Y M, ZHANG J P, et al. Experimental investigation of the fatigue properties of salt rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2013, 64(10): 68-72.
    [12] 李庶林, 唐海燕. 不同加载条件下岩石材料破裂过程的声发射特性研究[J]. 岩土工程学报, 2010, 32(1): 147-152. (LI Shu-lin, TANG Hai-yan. Acoustic emission characteristics in failure process of rock under different uniaxial compressive loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1): 147-152. (in Chinese))
    [13] 赵兴东, 刘建坡, 李元辉, 等. 岩石声发射定位技术及其实验验证[J]. 岩土工程学报, 2008, 30(10): 1472-1476. (ZHAO Xing-dong, LIU Jian-po, LI Yuan-hui, et al. Experimental verification of rock locating technique with acoustic emission[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(10): 1472-1476. (in Chinese))
    [14] 赵兴东, 李元辉, 刘建坡, 等. 基于声发射及其定位技术的岩石破裂过程研究[J]. 岩石力学与工程学报, 2008, 27(5): 990-995. (ZHAO Xing-dong, LI Yuan-hui, LIU Jian-po, et al. Study on rock failure process based on acoustic emission and its location technique[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(5): 990-995. (in Chinese))
    [15] 陈颙, 黄庭芳, 刘恩儒. 岩石物理学[M]. 合肥: 中国科学技术大学出版社, 2009. (CHEN Yong, HUANG Ting-fang, LIU En-ru. Rock physics[M]. Hefei: University of Science and Technology of China Press, 2009. (in Chinese))
    [16] 赵兴东, 唐春安, 李元辉, 等. 花岗岩破裂全过程的声发射特性研究[J]. 岩石力学与工程学报, 2006(增刊2): 3673-3678. (ZHAO Xing-dong, TANG Chun-an, LI Yuan-hui, et al. Study on AE activity characteristics under unaxial compression loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2006(S2): 3673-3678. (in Chinese))
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出版历程
  • 收稿日期:  2014-01-14
  • 发布日期:  2014-10-19

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