Dynamic mechanical properties of surrounding rock in the circumstance 
of chemical corrosion

doi:10.3969/j.issn.1000-2006.2014.06.033

Dynamic mechanical properties of surrounding rock in the circumstance of chemical corrosion

LIU Yongsheng, DIAO Xinhong, CHEN Zhanglin, YANG Mengmeng

JOURNAL OF NANJING FORESTRY UNIVERSITY ›› 2014, Vol. 38 ›› Issue (06) : 175-178.

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JOURNAL OF NANJING FORESTRY UNIVERSITY ›› 2014, Vol. 38 ›› Issue (06) : 175-178. DOI: 10.3969/j.issn.1000-2006.2014.06.033

Dynamic mechanical properties of surrounding rock in the circumstance of chemical corrosion

LIU Yongsheng, DIAO Xinhong, CHEN Zhanglin, YANG Mengmeng

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Abstract

Based on the characteristics of multi-field coupling of deep underground engineering, the chemical solutions with different ions, different pH were prepared. Three kinds of rock samples of gray limestone, siltstone and reddish limestone were taken from the project site. The specimens were maintained in the solution, and then the dynamic compression experiment were conducted by SHPB, analyzing the chemical corrosion. Chemical corrosion-temperature coupling and chemical corrosion-damage coupling effect on the dynamic properties and theirs mechanism. The results showed that the dynamic strength of surrounding rock decreased after maintanined in chemical solution, the strength of gray limestone, reddish limestone and siltstone decreased by 25.8%, 54% and 79.5%, and with acidity of solution increasing, the chemical corrosion-damage coupling and the chemical corrosion-temperature coupling existing, the strength decreased very obviously.

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LIU Yongsheng, DIAO Xinhong, CHEN Zhanglin, YANG Mengmeng. Dynamic mechanical properties of surrounding rock in the circumstance of chemical corrosion[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2014, 38(06): 175-178 https://doi.org/10.3969/j.issn.1000-2006.2014.06.033

References

[1] 何满潮. 深部的概念体系及工程评价指标[J]. 岩石力学与工程学报, 2005,24(16): 2854-2858. He M C. Conception system and evaluation indexes for deep engineering [J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16): 2854-2858.
[2] 钱七虎. 深部地下空间开发中的基础研究关键技术问题[C]// 北京:第230次香山科学会议,2004.
[3] 王驹,陈伟明,苏锐,等. 高放废物地质处置及其若干关键科学问题[J].岩石力学与工程学报 2006,25(4):801-812. Wang J,Chen W M, Su R, et al. geological disposal of high-level radioactive waste and its key scientific issues[J].Chinese Journal of Rock Mechanics and Engineering, 2006,25(4): 801-812.
[4] 周创兵,陈益峰,姜清辉,等. 论岩体多场广义耦合及其工程应用[J].岩石力学与工程学报,2008,27(7):1329-1340 Zhou C B,Chen Y F,Jiang Q H, et al. On generalized multi-field coupling for fractured rock masses and its application to rock engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2008,27(7):1329-1340.
[5] 汪亦显,曹平. 水化学腐蚀下岩石损伤力学效应研究[J]. 南华大学学报:自然科学版, 2009,23(1):27-30. Wang Y X, Cao P. Study on mechanical damage effect for rock under hydro chemical erosion [J]. Journal of University of South China:Science and Technology, 2009, 23(1):27-30.
[6] 丁梧秀,冯夏庭. 化学腐蚀下灰岩力学效应的试验研究[J]. 岩石力学与工程学报,2004, 23(21):3571-3576. Ding W X,Feng X T. Testing study on mechanical effect for limestone under chemical erosion[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(21):3571-3576.
[7] 陈四利,冯夏庭,李邵军. 化学腐蚀对黄河小浪底砂岩力学特性的影响[J].岩土力学,2002,23(3):284-288. Chen S L, Feng X T, Li S J. The effects of chemical erosion on mechanical behaviors of Xiaolangdi sandstone[J]. Rock and Soil Mechanics, 2002,23(3):284-288.
[8] 陈四利,冯夏庭,周辉. 化学腐蚀下砂岩三轴细观损伤机理及损伤变量分析[J]. 岩土力学, 2004,25(9): 1363-1367. Chen S L, Feng X T, Zhou H. Study on triaxial meso-failure mechanism and damage variables of sandstone under chemical erosion [J]. Rock and Soil Mechanics, 2004,25(9): 1363-1367.
[9] 王明洋,解东升,李杰,等.深部岩体变形破坏动态本构模型[J]. 岩石力学与工程学报,2013,32(6):1112-1120. Wang M Y, Xie D S, Li J, et al. Dynamic constitutive model for deformation and fraction of deep rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2013,32(6):1112-1120.
[10] 周小平,钱七虎. 非协调变形下深部岩体破坏的非欧模型[J].岩石力学与工程学报,2013,32(4): 767-774. Zhou X P, Qian Q H. Non-euclidean model of failure of deep rock masses under incompatible deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2013,32(4): 767-774.
[11] Qian Q H,Zhou X P. Non-Euclidean continuum model of the zonal disintegration of surrounding rocks around a deep circular tunnel in a non-hydrostatic pressure state [J]. Journal of Mining Science,2011, 47(1):37-46.
[12] 倪绍虎,何世海,汪小刚,等. 裂隙岩体水力学特性研究[J].岩石力学与工程学报, 2012,31(3): 488-497. Ni S H, He S H, Wang X G, et al. Hydraulic properties of fractured rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2012,31(3): 488-497.
[13] 黄达,黄润秋. 卸荷条件下裂隙岩体变形破坏及裂纹扩展演化的物理模型试验[J].岩石力学与工程学报, 2010,29(3):502-512. Huang D, Huang R Q. Physical model test on deformation failure and crack propagation evolvement of fissured rocks under unloading[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(3):502-512.
[14] 王建秀,朱合华,唐益群,等. 石灰岩损伤演化的断裂力学模型及耦合方程[J]. 同济大学学报:自然科学版,2004,32(10):1220-1224. Wang J X, Zhu H H, Tang Y Q, et al. Fracture mechanical model and coupled damage evolution equation of limestone[J].Journal of tongji university:Natural Science, 2004,32(10):1220-1224.
[15] 冯夏庭,丁梧秀,姚华彦,等. 岩石破裂过程的化学-应力耦合效应[M]. 北京:科学出版社,2010.

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