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LI Zhi-cheng, LIU Jian-feng, DENG Chao-fu, ZENG Yin. Experimental study on deformation and failure characteristics of salt rock three-point-bending samples with impurities[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 101-106. DOI: 10.11779/CJGE2018S2021
Citation: LI Zhi-cheng, LIU Jian-feng, DENG Chao-fu, ZENG Yin. Experimental study on deformation and failure characteristics of salt rock three-point-bending samples with impurities[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 101-106. DOI: 10.11779/CJGE2018S2021

Experimental study on deformation and failure characteristics of salt rock three-point-bending samples with impurities

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  • Received Date: July 21, 2018
  • Published Date: October 29, 2018
  • In order to investigate the deformation and failure characteristics of salt rock under bending conditions and the influences of impurity content, the loading-and-unloading three-point-bending tests as well as the synchronous acoustic emissions (AE) monitoring are performed on two groups of salt rock single edged notched beam (SENB) samples with different impurity contents using the rock mechanics test system MTS815 in Sichuan University. The test results show that the bending tensile strength and the bending elastic modulus of the impure salt rock with polyhalite are higher than those of pure salt rock, and the impure salt rock is better to resist the crack propagation than the pure salt rock. And the deformation and failure process of the bending salt rock consists of four stages, elastic deformation stage, yield stage with plastic deformation and crack initiation, crack propagation stage at post-peak and residual stage. Moreover, the impurity has a great influence on the plastic deformation and fracture failure of the bending salt rock. By selecting energy count rate as the AE characteristic parameter, the deformation and failure of the bending salt rock can be well reflected. Corresponding to the process of deformation and failure, AE presents the periodical characteristics at different stages, and the AE activities are active at every stage except the elastic deformation stage. Compared to those of the pure salt rock, the AE activities of the impure salt rock are more active because of the friction effect and the plastic deformation weakening effect caused by impurities. What’s more, the AE source location in three dimensions well reveals the damage distribution of salt rock under the three-point-bending condition. And in the distribution, there are AE blank are asrelated to the stress state. For the distribution, its form is greatly affected by the impurities.
  • [1]
    杨春和, 梁卫国, 魏东吼, 等. 中国盐岩能源地下储存可行性研究[J]. 岩石力学与工程学报, 2005(24): 4409-4417.
    (YANG Chun-he, LIANG Wei-guo, WEI Dong-hou, et al.Investigation on possibility of energy storage in salt rock in china[J]. Chinese Journal of Rock Mechanics and Engineering, 2005(24): 4409-4417. (in Chinese))
    [2]
    徐新桥, 杨春和, 李银平. 国外压气蓄能发电技术及其在湖北应用的可行性研究[J]. 岩石力学与工程学报, 2006(增刊2): 3987-3992.
    (XU Xin-qiao, YANG Chun-he, LI Yin-ping.Review on compressed air energy storage abroad and its feasibility application to Hubei province[J]. Chinese Journal of Rock Mechanics and Engineering, 2006(S2): 3987-3992. (in Chinese))
    [3]
    杨春和, 马洪岭, 刘建锋. 循环加、卸载下盐岩变形特性试验研究[J]. 岩土力学, 2009(12): 3562-3568.
    (YANG Chun-he, MA Hong-ling, LIU Jian-feng.Study of deformation of rock salt under cycling loading and unloading[J]. Rock and Soil Mechanics, 2009(12): 3562-3568. (in Chinese))
    [4]
    姜德义, 陈结, 任松, 等. 盐岩单轴应变率效应与声发射特征试验研究[J]. 岩石力学与工程学报, 2012(2): 326-336.
    (JIANG Deyi, CHEN Jie, REN Song, et al.Experimental study of strain rate effect and acoustic emission characteristics of salt rock under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2012(2): 326-336. (in Chinese))
    [5]
    刘江, 杨春和, 吴文, 等. 盐岩短期强度和变形特性试验研究[J]. 岩石力学与工程学报, 2006(增刊1): 3104-3109.
    (LIU Jiang, YANG Chun-he, WU Wen, et al.Experiment study on short-term strength and deformation properties of rock salts[J]. Chinese Journal of Rock Mechanics and Engineering, 2006(S1): 3104-3109. (in Chinese))
    [6]
    邓朝福, 刘建锋, 徐慧宁, 等. 单轴加卸载条件下岩盐变形过程能量和声发射特征研究[J]. 工程科学与技术, 2017(增刊2): 150-156.
    (DENG Chao-fu, LIU Jian-feng, XU Hui-ning, et al.Study on the energy and acoustic emission characteristics of rock saltunder uniaxial loading and unloading conditions[J]. Advanced Engineering Sciences, 2017(S2): 150-156. (in Chinese))
    [7]
    李志成, 刘建锋, 边宇, 等. 三轴循环加卸载过程中盐岩声发射演化特征分析[J]. 地下空间与工程学报, 2017(6): 1566-1572.
    (LI Zhi-cheng, LIU Jian-feng, BIAN Yu, et al.Characteristic analysis on rock salt account emission evaluation in the triaxial loading and unloading process[J]. Chinese Journal of Underground Space and Engineering, 2017(6): 1566-1572. (in Chinese))
    [8]
    刘建锋, 徐进, 杨春和, 等. 盐岩拉伸破坏力学特性的试验研究[J]. 岩土工程学报, 2011(4): 580-586.
    (LIU Jian-feng, XU Jin, YANG Chun-he, et al.Mechanical characteristics of tensile failure of salt rock[J]. Chinese Journal of Geotechnical Engineering, 2011(4): 580-586. (in Chinese))
    [9]
    卢国胜, 陈健, 张家达. 三点弯曲法测定岩盐的断裂韧度[J]. 四川冶金, 1998(2): 10-12.
    (LU Guo-sheng, CHEN Jian, ZHANG Jia-da.Determination of fracture toughness of rock salt by three-point bending method[J]. Sichuan Metallurgy, 1998(2): 10-12. (in Chinese))
    [10]
    DING Jing-yang, LIU Jia-dun, LI Chao, et al.Failure mechanism of layered salt rock in three-point bending test[J]. Applied Mechanics and Materials, 2012, 12(256-259): 48-56.
    [11]
    黄建安, 王思敬. 岩石断裂韧性的试验研究[J]. 岩土工程学报, 1982(2): 67-75.
    (HUANG Jian-an, WANG Si-jing.Experimental study of the fracture toughness of rocks[J]. Chinese Journal of Geotechnical Engineering, 1982(2): 67-75. (in Chinese))
    [12]
    左建平, 周宏伟, 刘瑜杰. 不同温度下砂岩三点弯曲破坏的特征参量研究[J]. 岩石力学与工程学报, 2010(4): 705-712.
    (ZUO Jian-ping, ZHOU Hong-wei, LIU Yu-jie.Research on characteristic parameters of sandstone three-point bending failure under different temperatures[J]. Chinese Journal of Rock Mechanics and Engineering, 2010(4): 705-712. (in Chinese))
    [13]
    张君, 刘骞. 基于三点弯曲实验的混凝土抗拉软化关系的求解方法[J]. 硅酸盐学报, 2007(3): 268-274.
    (ZHANG Jun, LIU Qian.A method to solve tension softening relationship of concrete from the three-point bending test[J]. Journal of The Chinese Ceramic Society, 2007(3): 268-274. (in Chinese))
    [14]
    邓朝福, 刘建锋, 陈亮, 等. 不同含水状态花岗岩断裂力学行为及声发射特征[J]. 岩土工程学报, 2017(8): 1538-1544.
    (DENG Chao-fu, LIU Jian-feng, CHEN Liang, et al.Mechanical behaviors and acoustic emission characteristicsof fracture of granite under different moisture conditions[J]. Chinese Journal of Geotechnical Engineering, 2017(8): 1538-1544. (in Chinese))
    [15]
    嵇醒. 断裂力学判据的评述[J]. 力学学报, 2016, 48(4): 741-753.
    (JI Xing.A critical review on criteria of fracture mechanics[J]. Chinese Journal of Theoretical and Applied Mechanics, 2016, 48(4): 741-753. (in Chinese))
    [16]
    冶金工业部钢铁研究院断裂力学组. 单边裂纹梁横向力弯曲下的KIKII[J]. 力学学报, 1977, 13(4): 308-313.
    (Fracture Mechanics Group Ofiron and Steel Research Institute. KIKII of the single notched bending beam[J]. Chinese journal of theoretical and applied mechanics, 1977, 13(4): 308-313. (in Chinese))
    [17]
    BARR B I G, LEE M M, de Place Hansen E J, et al. Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 2—Approximation of δ from the CMOD response[J]. Materials and Structures, 2003, 36(9): 621-630.
    [18]
    尹双增. 断裂损伤理论及应用[M]. 北京: 清华大学出版社, 1992.
    (YIN Shuang-zeng.Fracture and damage theories and their application[M]. Beijing: Tsinghua University Press, 1992. (in Chinese))
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