EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF LIMESTONE AND SANDSTONE UNDER HIGH TEMPERATURE
-
摘要:
利用自行研制的岩石加温装置和RMT-150C岩石力学试验机, 对石灰岩和砂岩试样高温后的力学特性进行了试验研究。试验结果表明, 随着温度升高, 两种岩石纵波波速逐渐减小。单轴压缩过程中的全程应力应变曲线经历了压密、弹性、屈服、破坏4个阶段; 达到峰值应力后两种岩石均发生脆性破坏, 砂岩破坏时呈锥形炸裂, 而石灰岩则呈草捆状破坏。高温对两种岩石的强度都有一定的弱化作用, 其峰值应力都随温度升高而降低, 石灰岩700 ℃时强度降幅达84.59 %, 而砂岩强度仅比常温降低22 %左右。两种岩石的峰值应变都随温度升高逐渐增大, 但具体表现不尽相同, 石灰岩500 ℃时应变增加了30.57 %, 500 ℃之后峰值应变基本无变化, 甚至到700 ℃时还略有降低; 砂岩700 ℃时峰值应变增加了80.63 %, 其峰值应变的变化与其微观结构变化相关。随着温度升高, 两种岩石的弹性模量和变形模量均减小, 700 ℃时石灰岩弹性模量降幅为86.8 %, 砂岩弹性模量降幅为46.94 %; 700 ℃时石灰岩变形模量下降了83.9 %, 砂岩的变形模量下降了53.06 %。
Abstract:The mechanical properties of limestone and sandstone under high temperature were investigated by the experiment device used to heat rock designed by ourselves and servo-control testing machine RMT-150C. The results show that the longitudinal wave velocity of two kinds of rocks gradually reduced with temperature increasing. The complete curve of stress and strain under uniaxial compression went through 4 stages, namely densification, elasticity, yielding and failure. They both displayed brittle fracture after reaching peak strength, with the sandstone rupturing and the limestone showing failure like a bundle of grass. The high temperature weakened their strength. Their peak stresses reduced with temperature increasing. At 700 ℃, the peak strength of limestone decreased by 84.59 %, while that of sandstone only decreased by 22 %. Their peak strain increased with temperature increasing, but differed in details. For limestone, its peak strain increased by 30.57 % at 500 ℃, but almost kept unchanged at the higher temperature, and even shaw a little decrease at 700 ℃.For sandstone, however, the peak strain increased by 80.63 % at 700 ℃, displaying a connection with the variation of microstructure. With temperature increasing, their elastic modulus and deformation modulus decreased. At 700 ℃, limestone decreased by 86.8 % in elastic modulus and by 83.9 % in deformation modulus, while sandstone decreased by 46.94 % in elastic modulus and by 53.06 % in deformation modulus.
-
Key words:
- limestone /
- sandstone /
- high temperature /
- longitudinal wave velocity /
- mechanical properties /
-
-
[1] Heuze F E. High-temperature mechanical, physical and thermal properties of granitic rocks-a review[J]. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 1983, 20 (1):3~10. http://www.sciencedirect.com/science/article/pii/0148906283916091
[2] Johnson B, Gangi A F, Handin J. Thermal cracking of rock subject to slow, uniform temperature changes[A]. In: Proceedings of 19th U S Rock Mechanics[C]. Nevada: 1978. 259~267.
[3] Kingery W D.Factors affecting thermal stress resistance of ceramic materials[J]. Journal of the American Ceramic Society-- Kingery, 1955, 38 (1):3~17. http://onlinelibrary.wiley.com/doi/10.1111/j.1151-2916.1955.tb14545.x/full
[4] Heueckel T, Peano A, Pellegrint R.A constitutive law for thermo-plastic behavior of rocks:An analogy with clays[J]. Surveys in Geophys, 1994, 15:643~671. http://link.springer.com/10.1007/BF00690178
[5] 许锡昌, 刘泉声.高温下花岗岩基本力学性质初步研究[J].岩土工程学报, 2006, 25 (10):2071~2078. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=ytgc200003013&dbname=CJFD&dbcode=CJFQ
XU Xi-chang, LIU Quan-sheng. A preliminary study on basic mechanical properties for granite at high temperature[J]. Chinese Journal of Geotechnical Engineering, 2006, 25 (10):2071~2078. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=ytgc200003013&dbname=CJFD&dbcode=CJFQ
[6] 夏小和, 王颖轶, 黄醒春, 等.高温作用对大理岩强度及变形特性影响的实验研究[J].上海交通大学学报, 2004, 38 (6):996~1002. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=shjt200406032&dbname=CJFD&dbcode=CJFQ
XIA Xiao-he, WANG Ying-yi, HUANG Xing-chun, et al.Experimental study on high temperature effect' s influence to the strength and deformation quality of marble[J]. Journal of Shanghai Jiaotong University, 2004, 38 (6):996~1002. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=shjt200406032&dbname=CJFD&dbcode=CJFQ
[7] 张渊, 张贤, 赵阳升.砂岩的热破裂过程[J].地球物理学报, 2005, 48 (3):656~659. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=dqwx200503024&dbname=CJFD&dbcode=CJFQ
ZHANG Yuan, ZHANG Xian, ZHAO Yang-sheng.Process of sandstone thermal cracking[J]. Chinese Journal of Geophysics, 2005, 48 (3):656~659. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=dqwx200503024&dbname=CJFD&dbcode=CJFQ
[8] 吴忠, 秦本东, 谌论建, 等.煤层顶板砂岩高温状态下力学特征试验研究[J].岩石力学与工程学报, 2005, 24 (11):1863~1867. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=yslx200511008&dbname=CJFD&dbcode=CJFQ
WU Zhong, QIN Ben-dong, CHEN Lun-jian, et al.Experimental study on mechanical character of sandstone of the upper plank of coal bed under high temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (11):1863~1867. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=yslx200511008&dbname=CJFD&dbcode=CJFQ
[9] 秦本东, 谌伦建, 罗运军, 等.煤层顶板砂岩高温状态下超声传播特征试验研究[J].辽宁工程技术大学学报, 2006, 25 (1):42~44. http://en.cnki.com.cn/Article_en/CJFDTOTAL-FXKY200601012.htm
QIN Ben-dong, CHEN Lun-jian, LUO Yun-jun, et al.Experimental research on character of ultrasonic wave spreading in sandstone on upper plank of coal bed at high temperature[J]. Journal of Liaoning Technical University, 2006, 25 (1):42~44. http://en.cnki.com.cn/Article_en/CJFDTOTAL-FXKY200601012.htm
[10] 邱一平, 林卓英.花岗岩样品高温后损伤的试验研究[J].岩土力学, 2006, 27 (6):1005~1050. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=ytlx200606031&dbname=CJFD&dbcode=CJFQ
QIU Yi-ping, LIN Zhuo-ying.Testing Study on Damage of Granite Samples after High Temperature[J]. Rock and Soil Mechanics, 2006, 27 (6):1005~1050. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=ytlx200606031&dbname=CJFD&dbcode=CJFQ
[11] 朱合华, 闫治国, 邓涛, 等.3种岩石高温后力学性质的试验研究[J].岩石力学与工程学报, 2006, 25 (10): 1945~1950. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=yslx200610000&dbname=CJFD&dbcode=CJFQ
ZHU He-hua, YAN Zhi-guo, DENG Tao, et al. Testing study on mechaincal properties of tuff, granite and breccias after high temperatures[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (10):1945~1950. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=yslx200610000&dbname=CJFD&dbcode=CJFQ
[12] 苏承东, 郭文兵, 李小双.粗砂岩高温作用后力学效应的试验研究[J].岩石力学与工程学报, 2008, 27 (6): 1162~1170. SU Cheng-dong, GUO Wen-bing, LI Xiao-shuang. Experimental research on mechanical properties of coarse sandstone after high tempertures[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (6):1162~1170 http://kns.cnki.net/KCMS/detail/detail.aspx?filename=yslx200806012&dbname=CJFD&dbcode=CJFQ
[13] 谌伦建, 赵洪宝, 顾海涛, 等.煤层顶板砂岩在高温下微观结构变化的研究[J].中国矿业大学学报, 2005, 34 (4):443~446. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=zgkd200504008&dbname=CJFD&dbcode=CJFQ
CHEN Lun-jian, ZHAO Hong-bao, GU Hai-tao, et al. Study on microstructure of coal roof sandstone under high temperature [J]. Journal of China University of Mining & Technology, 2005, 34 (4):443~446. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=zgkd200504008&dbname=CJFD&dbcode=CJFQ
[14] 谌伦建, 赵洪宝, 刘希亮, 等.砂岩与石灰岩热膨胀力试验研究[J].中国矿业大学学报, 2008, 37 (5):670~674. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=zgkd200805016&dbname=CJFD&dbcode=CJFQ
CHEN Lun-jian, ZHAO Hong-bao, LIU Xi-liang, et al.Experimental research on heat swelling power of sandstone and limestone [J]. Journal of China University of Mining & Technology, 2008, 37 (5):670~674. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=zgkd200805016&dbname=CJFD&dbcode=CJFQ
[15] 顿志林, 晁俊奇, 刘希亮, 等.高温双向约束下岩石膨胀应力测试装置的研制[J].河南理工大学学报, 2008, 27 (6):685~688. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=jgxb200806017&dbname=CJFD&dbcode=CJFQ
DUN zhi-lin, CHAO Jun-qi, LIU Xi-liang, et al.The test device design of swelling stress of rock under bidirection restraints and high temperature[J]. Journal of Henan Polytechnic University, 2008, 27 (6):685~688. http://kns.cnki.net/KCMS/detail/detail.aspx?filename=jgxb200806017&dbname=CJFD&dbcode=CJFQ
[16] 晁俊奇. 高温双向约束下灰岩组构及物理力学性能试验研究[D]. 焦作: 河南理工大学土木工程学院, 2008.
CHAO Jun-qi. Experiment research of compages and physical mechanics of limestone under high temperature with both directions restricted[D]. Jiaozuo: College of Civil Engineering, Henan Polytechnic University, 2008.
-