Experiment of Freezing-Thawing Cycles and Analysis of Damage Characteristics for Argillaceous Dolomite

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For the purpose of research on behavior of argillaceous dolomite suffering from frequent cryogenic freezing weather in Guizhou region, the rock was processed into cylinder samples (diameter 50mm&height 100mm). Using BCD-218 cryogenic digital control equipment, in saturated state, the samples were frozen (-20°C) and thawed (20°C), each 12 hours for one cycle, total 30 times. Then, Longitudinal wave velocity (LWV), macroscale and mass varying with freezing-thawing cycles were respectively tested by RS-ST01C nonmetal supersonic test meter, vernier caliper (0.02mm), APT457A electronic balance (0.01g). Also, appearance characteristics were observed constantly. Lastly, the micro reason for changes in macro parameters of the rock was explained. The results show that the freezing-thawing deterioration form of argillaceous dolomite is spallation mode, and LWV decreases obviously with the increase of freezing-thawing cycles (FTC),maximum drop of 14.8%,while mass has a small increase, maximum change rate of 0.5%. Macroscopic properties are obviously affected by freezing and thawing cycles. Key words: argillaceous dolomite, freezing-thawing cycles, supersonic detection, damage characteristics

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Advanced Materials Research (Volumes 1065-1069)

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1884-1893

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Belkhiri Lazhar, Mouni Lotfi, Tiri Ammar. Water–rock interaction and geochemistry of groundwater from the Ain Azeaquiter, Algeria[J]. Environmental Geochemistry and Health, 2009, 28(10): 1995-(2005).

DOI: 10.1007/s10653-011-9376-4

Google Scholar

[2] LU Yingfa, LU Tao. Investigation on mechanical parameters of water-rock interaction[C] /Proc. of 12th International Congress on Rock Mechanics of the International Society for Rock Mechanics. Philadelphia: Taylor and Francis Inc, 2012, 711-716.

DOI: 10.1201/b11646-128

Google Scholar

[3] Abdelgawad M, Watanabe K, Takeuchi S. Water–rock interaction study on the occurrence of fluoride-rich groundwater at Miaunamiarea: area, Japan[J]. Environment Asia, 2009, 2: 20-29.

Google Scholar

[4] Mironenko M V, Zolotov M Y. Equilibrium–kinetic model of water-rock interaction[J]. Geochemistry International, 2012, 50(1): 1-7.

DOI: 10.1134/s0016702912010089

Google Scholar

[5] PENG Shuguang, PEI Shicong. Experimental study of compression strength and micro- topography description index for groundwater saturated rock[J]. Journal of Experimental Mechanics, 2010, 25(3): 365-371. (in Chinese).

Google Scholar

[6] Liu Xinrong, Fu Yan, Zheng Yingren, et al. A review on deterioration of rock caused by water-rock interaction[J] Chinese Journal of Underground Space and Engineering, 2012, 8(1): 77-82. (in Chinese).

Google Scholar

[7] Hawkins A B, McConnell B J. Sensitivity of sandstone strength and deformability to changes in moisture content[J]. Quarterly Journal of Engineering Geology, 1992, 25: 115-130.

DOI: 10.1144/gsl.qjeg.1992.025.02.05

Google Scholar

[8] KANG Hongpu. Rock damage for water[J]. Hydrogeology and Engineering Geology, 1994, 21(3): 39-41. (in Chinese).

Google Scholar

[9] CHEN Ganglin, ZHOU Rende. An experiment study concerning the macroscopic effect of water on the deformation and failure of loaded rocks[J]. Chinese Journal of Geophysics, 1991, 34(3): 335-342. (in Chinese).

Google Scholar

[10] DENG Jianhua, HUANG Xingchun, PENG Jiebing, et al. Mechanical properties of Gypsum Breccia with different water contents[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1203-1207. (in Chinese).

Google Scholar

[11] GUO Jianqiang. Experimental study on weathering characteristics with different moisture content of argillaceous dolomite [D]. Guiyang: Guizhou University, 2009. (in Chinese).

Google Scholar

[12] Erguler Z A, Ulusay R. Water–induced variations in mechanical properties of clay-bearing rocks[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46: 355-370.

DOI: 10.1016/j.ijrmms.2008.07.002

Google Scholar

[13] Hori M, Morihiro H. Micromechanical analysis of deterioration due to freezing and thawing in porous brittle materials[J]. International Journal of Rock Mechanics and Mining Sciences, 1998, 36(4): 511-522.

DOI: 10.1016/s0020-7225(97)00080-3

Google Scholar

[14] YANG Gengshe, PU Yibing, MA Wei. Discussion on the damage propagation for the rock under the frost and thaw condition frigid zone[J]. Journal of Experimental Mechanics, 2002, 17(2): 220-226. (in Chinese).

Google Scholar

[15] Ruize de Argandona V. G., Rodriguez Rey A, Clorio C. Characterization by computed X-ray tomography of the evolution of the pore structure of a dolomite rock during freeze-thaw cyclic tests[J]. Phys. Chem. Earth, 1999, 7(24): 633-637.

DOI: 10.1016/s1464-1895(99)00092-7

Google Scholar

[16] Zhang S J, Lai Y M, Zhang X F, et al. Study on the damage propagation of surrounding rock from a cold–region tunnel under freeze–thaw cycle condition[J]. Tunnelling and Underground Space Technology, 2004, 19(3): 295-302.

DOI: 10.1016/j.tust.2003.11.011

Google Scholar

[17] HE Guoliang, ZHANG Lei, WU Gang. Test study on physical characteristics of rock under freezing-thawing cycles[J]. Rock and Soil Mechanics, 2004, 25(2): 52-56. (in Chinese).

Google Scholar

[18] LIN Zhanju, NIU Fujun, LIU Hua. Influences of freezing-thawing cycles on physico- mechanical properties of embankment revetments in permafrost regions[J]. Rock and Soil, 2011, 32(5): 1369-1376. (in Chinese).

Google Scholar

[19] Mutlutürk M, Altindag R, Türk G. A decay function model for the integrity loss of rock when subjected to recurrent cycles of freezing-thawing and heating-cooling[J]. International Journal of Rock Mechanics & Mining Sciences, 2004, 41: 237-244.

DOI: 10.1016/s1365-1609(03)00095-9

Google Scholar

[20] Kubicar L, Vretenar V, Bobac V, et al. Thermophysical analysis of sandstone by pulse transient method[J]. International Journal of Thermophysical, 2006, 27(1): 220-234.

Google Scholar

[21] ZHANG Huimei, YANG Gengshe. Freeze-thaw cycling and mechanical experiment and damage propagation characteristics of rock[J]. Journal of China University of Mining and Technology, 2011, 40(1): 140-145 (in Chinese).

Google Scholar

[22] Demirdag S. Effects of freezing–thawing and thermal shock cycles on physical and mechanical properties of filled and unfilled travertines[J]. Construction and Building Materials, 2013, 47: 1395-1401.

DOI: 10.1016/j.conbuildmat.2013.06.045

Google Scholar

[23] Yangtze River Scientific Research Institute, Changjiang Water Resources Commission. SL264-2001 Specifications for rock tests in water conservancy and hydroelectric engineering[S]. Beijing: China Water Press, 2001. (in Chinese).

DOI: 10.3808/jei.202100467

Google Scholar

[24] KANG Jian. Research on thermal cracking of rocks and its application[M]. Dalian: Dalian University of Press, 2008. (in Chinese).

Google Scholar