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| EFFECT OF CONFINING PRESSURE ON EVOLUTION LAW OF HYSTERESIS LOOP OF SANDSTONE UNDER CYCLIC LOADING |
(1. Key Laboratory for Exploitation of Southwestern Resources and Environmental Disaster Control Engineering of Ministry of
Education,Chongqing University,Chongqing 400044,China;2. State and Local Joint Engineering Laboratory of Methane
Drainage in Complex Coal Gas Seam,Chongqing University,Chongqing 400044,China) |
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Abstract The effect of confining pressure on evolution law of hysteresis loop of sandstone under cyclic loading is investigated by using MTS815 rock mechanics testing system. Test results are shown as follows:(1) The hysteresis loop can be divided into two parts to perform quadratic fitting. In cyclic loading section,with the increase in cycle,fitting parameters A and B increase with the increase in confining pressure;while the fitting parameter C decreases with the increase in confining pressure. The opening of fitting curve increases gradually and tends to be stable;the greater the confining pressure is,the less the time it need to be stable is. In cyclic unloading section,with the increase in cycle,fitting parameter A decreases with increase in confining pressure;fitting parameters B and C decrease with the increase in confining pressure. The openings of fitting curves increase gradually and tend to be stable;the greater the confining pressure is,the larger the opening of fitting curve is. (2) Hysteresis loop area of sandstone increases with the increase in confining pressure,which means that with the increase in confining pressure,the dissipation energy of specimen in each cycle increases and the crack propagation energy needed also increases. (3) The relationship between the axial dissipation energy and cycle accords with the power of negative exponent function under cyclic loading;and the feature of the curve is that with the increase in cycle,the axial dissipation energy per unit volume attenuates quickly and tends to be stable gradually.
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Received: 28 May 2010
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| [1] 蔡美峰,何满朝,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2002.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2002.(in Chinese))
[2] 谢和平,陈忠辉. 岩石力学[M]. 北京:科学出版社,2004.(XIE Heping,CHEN Zhonghui. Rock mechanics[M]. Beijing:Science Press,2004.(in Chinese))
[3] TUTUNCU A N,PODIO A L,GREGORY A R,et al. Nonlinear viscoelastic behavior of sedimentary rock,part I:effect of frequency and strain amplitude[J]. Geophysics,1998,63(1):184–194.
[4] TUTUNCU A N,PODIO A L,GREGORY A R,et al. Nonlinear viscoelastic behavior of sedimentary rock,part II:hysteresis effects and influence of type of fluid on elastic moduli[J]. Geophysics,1998,63(1):195–203.
[5] 葛修润,卢应发. 循环荷载作用下岩石疲劳破坏和不可逆变形问题的探讨[J]. 岩土工程学报,1992,14(3):56–60.(GE Xiurun,LU Yingfa. Study on fatigue failure of irreversible deformation rock under cyclic loading[J]. Chinese Journal of Geotechnical Engineering,1992,14(3):56–60.(in Chinese))
[6] 章清叙,葛修润,黄 铭,等. 周期荷载作用下红砂岩三轴疲劳变形特性试验研究[J]. 岩石力学与工程学报,2006,25(3):473–478.(ZHANG Qingxu,GE Xiurun,HUANG Ming,et al. Testing study of fatigue deformation law of red-sandstone under triaxial compression with cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(3):473–478.(in Chinese))
[7] 葛修润,蒋 宇,卢允德,等. 周期荷载作用下岩石疲劳变形特性试验研究[J]. 岩石力学与工程学报,2003,22(10):1 581–1 585.(GE Xiurun,JIANG Yu,LU Yunde,et al. Testing study on fatigue deformation law of rock under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(10):1 581–1 585.(in Chinese))
[8] 席道瑛,王少刚,刘小燕,等. 岩石的非线性弹塑性响应[J]. 岩石力学与工程学报,2002,21(6):772–777.(XI Daoying,WANG Shaogang,LIU Xiaoyan,et al. Nonlinear elastoplastic response of rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(6):772–777.(in Chinese))
[9] 谢红强,何江达,徐 进. 岩石加卸载变形特性及力学参数试验研究[J]. 岩土工程学报,2003,25(3):336–338.(XIE Hongqiang,HE Jiangda,XU Jin. Deformation characteristic of rock under loading and unloading conditions and experimental study of mechanical parameters[J]. Chinese Journal of Geotechnical Engineering,2003,25(3):336–338.(in Chinese))
[10] 许 江,王维忠,杨秀贵,等. 细粒砂岩在循环加、卸载条件下变形试验[J]. 重庆大学学报(自然科学版),2004,27(3):18–21.(XU Jiang,WANG Weizhong,YANG Xiugui,et al. Experimental study on the deformation characteristic of fine-sandstone under the loading and unloading condition[J]. Journal of Chongqing University(Natural Science),2004,27(3):18–21.(in Chinese))
[11] 王 鸿,许 江,李树春,等. 不同水饱和度下岩石滞回曲线演化的试验研究[J]. 矿业研究与开发,2007,29(4):80–82.(WANG Hong,XU Jiang,LI Shuchun,et al. Experimental research on the evolution of hysteresis curve of fine-sandstone with different water saturations[J]. Mining Research and Development,2007,29(4): 80–82.(in Chinese))
[12] 谢和平,鞠 杨,黎立云,等. 岩体变形破坏过程的能量机制[J]. 岩石力学与工程学报,2008,27(9):1 729–1 740.(XIE Heping,JU Yang,LI Liyun,et al. Energy mechanism of deformation and failure of rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1 729–1 740.(in Chinese))
[13] 谢和平,彭瑞东,鞠 杨,等. 岩石破坏的能量分析初探[J]. 岩石力学与工程学报,2005,24(15):2 603–2 607.(XIE Heping,PENG Ruidong,JU Yang,et al. On energy analysis of rock failure[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(15):2 603– 2 607.(in Chinese))
[14] 赵忠虎,谢和平. 岩石变形破坏过程中的能量传递和耗散研究[J]. 四川大学学报(工程科学版),2008,40(2):26–31.(ZHAO Zhonghu,XIE Heping. Energy transfer and energy dissipation in rock deformation and fracture[J]. Journal of Sichuan University(Engineering Science),2008,40(2):26–31.(in Chinese))
[15] XIE H P,LI L Y,PENG R D,et al. Energy analysis and criteria for structural failure of rocks[J]. Journal of Rock Mechanics and Geotechnical Engineering,2009,1(1):11–20.
[16] 苏承东,张振华. 大理岩三轴压缩的塑性变形与能量特征分析[J]. 岩石力学与工程学报,2008,27(2):273–280.(SU Chengdong,ZHANG Zhenhua. Analysis of plastic deformation and energy property of marble under pseudo-triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(2):273–280.(in Chinese))
[17] 喻 勇,尹健民. 三峡花岗岩在不同加载方式下的能耗特征[J]. 岩石力学与工程学报,2004,23(2):205–208.(YU Yong,YIN Jianmin. Energy dissipation properties of Three Gorges granite under different loading modes[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(2):205–208.(in Chinese)) |
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