• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

加载速率和围压对煤能量演化影响试验研究

马振乾, 姜耀东, 李彦伟, 杨英明, 李海涛

马振乾, 姜耀东, 李彦伟, 杨英明, 李海涛. 加载速率和围压对煤能量演化影响试验研究[J]. 岩土工程学报, 2016, 38(11): 2114-2121. DOI: 10.11779/CJGE201611023
引用本文: 马振乾, 姜耀东, 李彦伟, 杨英明, 李海涛. 加载速率和围压对煤能量演化影响试验研究[J]. 岩土工程学报, 2016, 38(11): 2114-2121. DOI: 10.11779/CJGE201611023
MA Zhen-qian, JIANG Yao-dong, LI Yan-wei, YANG Ying-ming, LI Hai-tao. Experimental research on influence of loading rate and confining pressure on energy evolution of coal[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2114-2121. DOI: 10.11779/CJGE201611023
Citation: MA Zhen-qian, JIANG Yao-dong, LI Yan-wei, YANG Ying-ming, LI Hai-tao. Experimental research on influence of loading rate and confining pressure on energy evolution of coal[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2114-2121. DOI: 10.11779/CJGE201611023

加载速率和围压对煤能量演化影响试验研究  English Version

基金项目: 国家重点基础研究发展计划(“973”计划)项目(2010CB226801)
详细信息
    作者简介:

    马振乾(1987- ),男,博士,讲师,主要从事煤矿巷道围岩控制等方面的研究。E-mail: mzq159@163.com。

Experimental research on influence of loading rate and confining pressure on energy evolution of coal

  • 摘要: 借助TAW-2000型电液伺服岩石力学试验系统进行了不同加载速率和不同围压下煤样的单轴压缩和三轴压缩试验,研究了加载速率和围压对煤样能量耗散特征的影响规律,探讨了煤样耗散应变能转化速率随加载速率和围压的变化规律。研究表明:单轴压缩试验第Ⅰ阶段试件的弹性应变能随加载速率的增加呈现先增大后减小的特点,耗散应变能转化速率均处于较低水平,且与加载速率呈负相关,第Ⅱ阶段耗散应变能随加载速率的增加也呈先增大后减小的趋势,各煤样耗散应变能转化速率的最大值均出现在峰值点或峰后轴向应力陡然跌落点。耗散应变能转化速率对围压十分敏感,围压越大,耗散应变能的转化速率也越大,煤样变形损伤越快。
    Abstract: A serial of uniaxial and triaxial compression tests on coal samples under different loading rates and confining pressures are conducted by using the TAW-2000 electro-hydraulic servo system. The characteristics of energy dissipation of coal under different loading rates and confining pressures are studied, and the dissipation strain energy conversion rate is also discussed. The results show that the elastic strain energy increases at first and then decreases at stage I of the uniaxial compression tests, and the dissipation strain energy conversion rate, which has a negative correlation with the loading rate, is relatively low. At stage II, the dissipation strain energy increases at first and then decreases with the increasing loading rate. The maximum strain energy dissipation conversion rate occurrs at the peak point or axial stress suddenly falling point after the peak point of stress-strain curve. The dissipation strain energy conversion rate is very sensitive to the confining pressure. That is, the larger the confining pressure, the greater the dissipation strain energy conversion rate, and the faster the damage of the coal.
  • [1] 谢和平, 鞠 杨, 黎立云.基于能量耗散与释放原理的岩石强度与整体破坏准则[J]. 岩石力学与工程学报, 2005, 24(17): 3003-3010. (XIE He-ping, JU Yang, LI Li-yun, et a1. Criteria for strength and structural failure of rocks Based on energy dissipation and energy release principles[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3003-3010. (in Chinese))
    [2] 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): 2604-2608. (XIE He-ping, PENG Rui-dong, JU Yang, et a1. On energy analysis of rock failure[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(15): 2604-2608. (in Chinese))
    [3] 杨圣奇, 徐卫亚, 苏承东. 大理岩三轴压缩变形破坏与能量特征研究[J]. 工程力学, 2007, 24(1): 136-141. (YANG Sheng-qi, XU Wei-ya, SU Cheng-dong. Study on deformation failure and energy properties of marble specimen under triaxial compression[J]. Engineering Mechanics, 2007, 24(1): 136-141. (in Chinese))
    [4] 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 Jian-min. Energy dissipation properties of the Three Gorges granite under different loading modes[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(2): 205-208. (in Chinese))
    [5] 尤明庆, 华安增. 岩石试样破坏过程的能量分析[J]. 岩石力学与工程学报, 2002, 21(6): 778-781. (YOU Ming-qing, HUA An-zeng. Energy analysis of failure process of rock specimen[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(6): 778-781. (in Chinese))
    [6] 刘天为, 何江达, 徐文杰. 大理岩三轴压缩破坏的能量特征分析[J]. 岩土工程学报, 2013, 35(2): 395-400. (LIU Tian-wei, HE Jiang-da, XU Wen-jie. Energy properties of failure of marble samples under triaxial compression[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(2): 395-400. (in Chinese))
    [7] 陈学章, 何江达, 肖明砾, 等. 三轴卸荷条件下大理岩扩容与能量特征分析[J]. 岩土工程学报, 2014, 36(6): 1106-1112. (CHEN Xue-zhang, HE Jiang-da, XIAO Ming-li, et al. Dilatancy and energy properties of marble under triaxial unloading condition[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1106-1112. (in Chinese))
    [8] 黄 达, 谭 清, 黄润秋. 高围压卸荷条件下大理岩破碎块度分形特征及其与能量相关性研究[J]. 岩石力学与工程学报, 2012, 31(7): 1379-1389. (HUANG Da, TAN Qing, HUANG Run-qiu. Failure characteristics of fragmentation and correlation with energy of marble under unloading with high confining pressure[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(7): 1379-1389. (in Chinese))
    [9] 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 Cheng-dong, ZHANG Zhen-hua. 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))
    [10] 许国安, 牛双建, 靖洪文, 等. 砂岩加卸载条件下能耗特征试验研究[J]. 岩土力学, 2011, 32(12): 3611-3617. (XU Guo-an, NIU Shuang-jian, JING Hong-wen, et al. Experimental study of energy features of sandstone under loading and unloading[J]. Rock and Soil Mechanics, 2011, 32(12): 3611-3617. (in Chinese))
    [11] 宋义敏, 姜耀东, 马少鹏, 等. 岩石变形破坏全过程的变形场和能量演化研究[J]. 岩土力学, 2012, 33(5): 1352-1356. (SONG Yi-min, JIANG Yao-dong, MA Shao-peng, et al. Evolution of deformation fields and energy in whole process of rock failure[J]. Rock and Soil Mechanics, 2012, 33(5): 1352-1356. (in Chinese))
    [12] 黎立云, 徐志强, 谢和平, 等. 不同冲击速度下岩石破坏能量规律的实验研究[J]. 煤炭学报, 2011, 36(12): 2007-2011. (LI Li-yun, XU Zhi-qiang, XIE He-ping, et al. Failure experimental study on energy laws of rock under differential dynamic impact velocities[J]. Journal of China Coal Society, 2011, 36(12): 2007-2011. (in Chinese))
    [13] 张志镇, 高 峰. 受载岩石能量演化的围压效应研究[J]. 岩石力学与工程学报, 2015, 34(1): 1-11. (ZHANG Zhi-zhen, GAO Feng. Confining pressure effect on rock energy[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(1): 1-11. (in Chinese))
    [14] 彭瑞东, 鞠 杨, 高 峰, 等. 三轴循环加卸载下煤岩损伤的能量机制分析[J]. 煤炭学报, 2014, 39(2): 245-252. (PENG Rui-dong, JU Yang, GAO Feng, et al. Energy analysis on damage of coal under cyclical triaxial loading and unloading conditions[J]. Journal of China Coal Society, 2014, 39(2): 245-252. (in Chinese))
    [15] 许 江, 李波波, 周 婷, 等. 循环荷载作用下煤变形与能量演化规律试验研究[J]. 岩石力学与工程学报, 2014, 33(增刊2): 3564-3572. (XU Jiang, LI Bo-bo, ZHOU Ting, et al. Experimental study of deformation and energy evolution law of coal under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(S2): 3564-3572. (in Chinese))
    [16] 康向涛, 黄 滚, 宋真龙, 等. 三轴压缩下含瓦斯煤的能耗与渗流特性研究[J]. 岩土力学, 2015, 36(3): 762-768. (KANG Xiang-tao, HUANG Gun, SONG Zhen-long, et al. Research on characteristics of energy dissipation and seepage of coal containing gas under triaxial compression[J]. Rock and Soil Mechanics, 2015, 36(3): 762-768. (in Chinese))
    [17] 韩立军. 岩石破坏后的结构效应及锚注加固特性研究[D]. 徐州: 中国矿业大学, 2004. (HAN Li-jun. Research on structural effect of post failure rock and consolidation character of anchoring grouting[D]. Xuzhou: China University of Mining & Technology, 2004. (in Chinese))
    [18] 黄 达, 黄润秋, 张永兴. 粗晶大理岩单轴压缩力学特性的静态加载速率效应及能量机制试验研究[J]. 岩石力学与工程学报, 2012, 31(2): 245-255. (HUAGN Da, HUANG Rui-qiu, ZHANG Yong-xing. Experimental investigation on static loading rate effects on mechanical properties and energy mechanism of coarse crystal grain marble under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2): 245-255. (in Chinese))
    [19] 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. The time effect and main influence factors of the splitting of deep-seated rock with nonuniformities[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(7): 1389-1396. (in Chinese))
  • 期刊类型引用(9)

    1. 陈鑫,余文亮. 混合型缓冲回填材料劈裂抗拉强度尺寸效应统计分析. 科学技术与工程. 2024(10): 4229-4238 . 百度学术
    2. 陈梦豪,付海,曹珊珊,林铭宇,陈良宇. 温度对MX-80膨润土物理性能的影响. 金陵科技学院学报. 2024(01): 46-53 . 百度学术
    3. 刘桃根,李玲,王伟,谢敬礼,刘造保. 黏土-砂混合物三轴压缩超声波特性研究. 地下空间与工程学报. 2024(S1): 119-127 . 百度学术
    4. 项国圣,卞云飞,付文青,周殷康. 热-碱作用对压实膨润土抗剪性能的影响. 安徽建筑大学学报. 2024(06): 8-14 . 百度学术
    5. 曹胜飞,刘月妙,谢敬礼,张奇,杨明桃,高玉峰. 高放废物处置缓冲材料砌块抗压强度特性试验研究. 世界核地质科学. 2023(01): 58-67 . 百度学术
    6. 张潜华. 微波技术在路基软土力学性质修复中的试验研究. 西部交通科技. 2023(01): 75-77 . 百度学术
    7. 蒋银强,梁建楠,赵雅贞,段朕,赵昊洋. 微波加热对膨胀土膨胀性影响的试验研究. 南阳理工学院学报. 2023(06): 68-72 . 百度学术
    8. 曹胜飞,刘月妙,谢敬礼,闫安,高玉峰,佟强. 高庙子膨润土热膨胀特性试验研究. 岩土工程学报. 2022(02): 377-383 . 本站查看
    9. 樊恒辉,倪晓逸,孟敏强,杨秀娟,张路. 土体热加固方法的研究进展. 水利与建筑工程学报. 2021(05): 1-7 . 百度学术

    其他类型引用(2)

计量
  • 文章访问数:  341
  • HTML全文浏览量:  5
  • PDF下载量:  269
  • 被引次数: 11
出版历程
  • 收稿日期:  2015-04-23
  • 发布日期:  2016-11-19

目录

    /

    返回文章
    返回