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Journal of Modern Mechanical Engineering and Technology

Articles

Vol. 8 (2021)

The Effect of Heat Shocks and Freezing–Thawing Cycles on the Mechanical Properties of Natural Building Stones

DOI
https://doi.org/10.31875/2409-9848.2021.08.09
Submitted
December 31, 2021
Published
2021-12-31

Abstract

The damage to rock masses due to the action of freezing is one of the most important factors in the development of landscapes, the performance of civil structures, and the efficiency of mining operations. In this research paper, the effect has been studied on the physical and mechanical performance of seven different natural building rock samples. The testing program included an experimental study on both dry and saturated intact rock samples and therefore, the effect of saturation on the extent of damage on the tested samples has been discussed as well. Based on the obtained results, freezing–thawing cycles increase the porosity of rock samples and decrease the values of P-wave velocity, uniaxial compressive strength, elastic modulus, and Brazilian tensile strength. Moreover, the behavior of different rock types differs to some extent when exposed to weathering cycles under dry and saturated conditions. A multivariate linear regression analysis was used to predict the changes in the physical and mechanical properties of different rock types. It was been shown that with some cautions, the obtained correlations can be generalized for practical cases and can be used to predict the change of rock physical and mechanical properties during the lifetime of rock engineering projects. Such predictions have a high potential of applicability in quite different types of natural stone applications in cold climates. From the stability of structures created in rock materials to the durability of structures created by different natural stones.

References

  1. Walder J, Hallet B. A theoretical model of the fracture of rock during freezing. Geological Society of America Bulletin 1985; 96(3): 336-46. https://doi.org/10.1130/0016-7606(1985)96<336:ATMOTF>2.0.CO;2
  2. Gambino GF, Harrison JP. Rock engineering design in frozen and thawing rock: current approaches and future directions. Procedia engineering 2017; 191: 656-65. https://doi.org/10.1016/j.proeng.2017.05.229
  3. Luo X, Jiang N, Fan X, Mei N, Luo H. Effects of freeze-thaw on the determination and application of parameters of slope rock mass in cold regions. Cold Regions Science and Technology 2015; 110: 32-7. https://doi.org/10.1016/j.coldregions.2014.11.002
  4. Chen Y, Wu P, Yu Q, Xu G. Effects of freezing and thawing cycle on mechanical properties and stability of soft rock slope. Advances in Materials Science and Engineering 2017. https://doi.org/10.1155/2017/3173659
  5. Neaupane KM, Yamabe T, Yoshinaka R. Simulation of a fully coupled thermo-hydro-mechanical system in freezing and thawing rock. International Journal of Rock Mechanics and Mining Sciences 1999; 36(5): 563-80. https://doi.org/10.1016/S0148-9062(99)00026-1
  6. Sun Y, Zhai C, Qin L, Xu J, Yu G. Coal pore characteristics at different freezing temperatures under conditions of freezing-thawing cycles. Environmental earth sciences 2018; 77(13): 525. https://doi.org/10.1007/s12665-018-7693-y
  7. Zhang X, Lai Y, Yu W, Zhang S. Non-linear analysis for the freezing-thawing situation of the rock surrounding the tunnel in cold regions under the conditions of different construction seasons, initial temperatures and insulations. Tunnelling and underground space technology 2002; 17(3): 315-25. https://doi.org/10.1016/S0886-7798(02)00030-5
  8. Lai YM, Wu Z, Zhu Y, Zhu L. Nonlinear analysis for the coupled problem of temperature and seepage fields in cold regions tunnels. Cold Regions Science and Technology 1999; 29(1): 89-96. https://doi.org/10.1016/S0165-232X(99)00006-3
  9. Liu H, Yuan X, Xie T. A damage model for frost heaving pressure in circular rock tunnel under freezing-thawing cycles. Tunnelling and Underground Space Technology 2019; 83: 401-8. https://doi.org/10.1016/j.tust.2018.10.012
  10. Zhang S, Lai Y, Zhang X, Pu Y, Yu W. Study on the damage propagation of surrounding rock from a cold-region tunnel under freeze-thaw cycle condition. Tunnelling and Underground Space Technology 2004; 19(3): 295-302. https://doi.org/10.1016/j.tust.2003.11.011
  11. Hall K. A laboratory simulation of rock breakdown due to freeze‐thaw in a maritime Antarctic environment. Earth Surface Processes and Landforms 1988; 13(4): 369-82. https://doi.org/10.1002/esp.3290130408
  12. Taber S. Intensive frost action along lake shores [New York]. American Journal of Science 1950; 248(11): 784-93. https://doi.org/10.2475/ajs.248.11.784
  13. Chen TC, Yeung MR, Mori N. Effect of water saturation on deterioration of welded tuff due to freeze-thaw action. Cold Regions Science and Technology 2004; 38(2-3): 127-36. https://doi.org/10.1016/j.coldregions.2003.10.001
  14. Binal AD. A new laboratory rock test based on freeze-thaw using a steel chamber. Quarterly Journal of Engineering Geology and Hydrogeology 2009; 42(2): 179-98. https://doi.org/10.1144/1470-9236/08-040
  15. Prick A. Dilatometrical behaviour of porous calcareous rock samples subjected to freeze-thaw cycles. Catena 1995; 25(1-4): 7-20. https://doi.org/10.1016/0341-8162(94)00038-G
  16. Hall K. Evidence for freeze-thaw events and their implications for rock weathering in northern Canada: II. The temperature at which water freezes in rock. Earth surface processes and Landforms 2007; 32(2): 249-59. https://doi.org/10.1002/esp.1389
  17. Matsuoka N. Microgelivation versus macrogelivation: towards bridging the gap between laboratory and field frost weathering. Permafrost and Periglacial Processes 2001; 12(3): 299-313. https://doi.org/10.1002/ppp.393
  18. Hall K. Evidence for freeze-thaw events and their implications for rock weathering in northern Canada. Earth Surface Processes and Landforms: The Journal of the British Geomorphological Research Group 2004; 29(1): 43-57. https://doi.org/10.1002/esp.1012
  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. International journal of rock mechanics and mining sciences 2004; 41(2): 237-44. https://doi.org/10.1016/S1365-1609(03)00095-9
  20. Nicholson DT, Nicholson FH. Physical deterioration of sedimentary rocks subjected to experimental freeze-thaw weathering. Earth Surface Processes and Landforms: The Journal of the British Geomorphological Research Group 2000; 25(12): 1295-307. https://doi.org/10.1002/1096-9837(200011)25:12<1295::AID-ESP138>3.0.CO;2-E
  21. Deng HW, Dong CF, Li JL, Zhou KP, Tian WG, Zhang J. Experimental study on sandstone freezing-thawing damage properties under condition of water chemistry. Applied Mechanics and Materials 2014; 556: 826-32. https://doi.org/10.4028/www.scientific.net/AMM.556-562.826
  22. Mousavi SZ, Tavakoli H, Moarefvand P, Rezaei M. Assessing the effect of freezing-thawing cycles on the results of the triaxial compressive strength test for calc-schist rock. International Journal of Rock Mechanics and Mining Sciences 2019; 123: 104090. https://doi.org/10.1016/j.ijrmms.2019.104090
  23. Sun Q, Dong Z, Jia H. Decay of sandstone subjected to a combined action of repeated freezing-thawing and salt crystallization. Bulletin of Engineering Geology and the Environment 2019; 78(8): 5951-64. https://doi.org/10.1007/s10064-019-01490-6
  24. Exadaktylos GE. Freezing-Thawing Model for Soils and Rocks. Journal of materials in civil engineering 2006; 18(2): 241-49. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(241)
  25. Fang W, Jiang N, Luo X. Establishment of damage statistical constitutive model of loaded rock and method for determining its parameters under freeze-thaw condition. Cold Regions Science and Technology 2019; 160: 31-8. https://doi.org/10.1016/j.coldregions.2019.01.004
  26. Zhang H, Yuan C, Yang G, Wu L, Peng C, Ye W, Shen Y, Moayedi H. A novel constitutive modelling approach measured under simulated freeze-thaw cycles for the rock failure. Engineering with Computers 2021; 37(1): 779-92. https://doi.org/10.1007/s00366-019-00856-4
  27. Chen Y, Lin H, Wang Y, Zhao Y. Damage Statistical Empirical Model for Fractured Rock under Freezing-Thawing Cycle and Loading. Geofluids, 2020. https://doi.org/10.1155/2020/8842471
  28. Liu Q, Huang S, Kang Y, Liu X. A prediction model for uniaxial compressive strength of deteriorated rocks due to freeze-thaw. Cold Regions Science and Technology 2015; 120: 96-107. https://doi.org/10.1016/j.coldregions.2015.09.013
  29. Kang Y, Liu Q, Huang S. A fully coupled thermo-hydro-mechanical model for rock mass under freezing/thawing condition. Cold regions science and technology 2013; 95: 19-26. https://doi.org/10.1016/j.coldregions.2013.08.002
  30. Huang S, Liu Q, Cheng A, Liu Y. A statistical damage constitutive model under freeze-thaw and loading for rock and its engineering application. Cold Regions Science and Technology 2018; 145: 142-50. https://doi.org/10.1016/j.coldregions.2017.10.015
  31. Binal A, Kasapoglu KE, Sensogut C, Ozkan I. Effects of freezing and thawing process on physical and mechanical properties of Selime ignimbrite outcrops in Aksaray-Ihlara valley. In VI Regional Rock Mechanics Symposium. Turkish National Society for Rock Mechanics, Seljuk University, Konya 2002.
  32. Hale PA, Shakoor A. A laboratory investigation of the effects of cyclic heating and cooling, wetting and drying, and freezing and thawing on the compressive strength of selected sandstones. Environmental & Engineering Geoscience 2003; 9(2): 117-30. https://doi.org/10.2113/9.2.117
  33. Yavuz H, Altindag R, Sarac S, Ugur I, Sengun N. Estimating the index properties of deteriorated carbonate rocks due to freeze-thaw and thermal shock weathering. International Journal of Rock Mechanics and Mining Sciences 2006; 43(5): 767-75. https://doi.org/10.1016/j.ijrmms.2005.12.004
  34. Takarli M, Prince W, Siddique R. Damage in granite under heating/cooling cycles and water freeze-thaw condition. International Journal of Rock Mechanics and Mining Sciences 2008; 45(7): 1164-75. https://doi.org/10.1016/j.ijrmms.2008.01.002
  35. Momeni A, Abdilor Y, Khanlari GR, Heidari M, Sepahi AA. The effect of freeze-thaw cycles on physical and mechanical properties of granitoid hard rocks. Bulletin of Engineering Geology and the Environment 2016; 75(4): 1649-56. https://doi.org/10.1007/s10064-015-0787-9
  36. Liu Q, Xu G, Liu X. Experimental and theoretical study on freeze-thawing damage propagation of saturated rocks. International Journal of Modern Physics B 2008; 22(09n11): 1853-58. https://doi.org/10.1142/S0217979208047523
  37. Yu J, Chen X, Li H, Zhou JW, Cai YY. Effect of freeze-thaw cycles on mechanical properties and permeability of red sandstone under triaxial compression. Journal of Mountain Science 2015; 12(1): 218-31. https://doi.org/10.1007/s11629-013-2946-4
  38. Wang P, Xu J, Liu S, Wang H, Liu S. Static and dynamic mechanical properties of sedimentary rock after freeze-thaw or thermal shock weathering. Engineering Geology 2016; 210: 148-57. https://doi.org/10.1016/j.enggeo.2016.06.017
  39. Tan X, Chen W, Yang J, Cao J. Laboratory investigations on the mechanical properties degradation of granite under freeze-thaw cycles. Cold Regions Science and Technology 2011; 68(3): 130-38. https://doi.org/10.1016/j.coldregions.2011.05.007
  40. Bayram F. Predicting mechanical strength loss of natural stones after freeze-thaw in cold regions. Cold Regions Science and Technology 2012; 83: 98-102. https://doi.org/10.1016/j.coldregions.2012.07.003
  41. Özbek A. Investigation of the effects of wetting-drying and freezing-thawing cycles on some physical and mechanical properties of selected ignimbrites. Bulletin of Engineering Geology and the Environment 2014; 73(2): 595-609. https://doi.org/10.1007/s10064-013-0519-y
  42. Park J, Hyun CU, Park HD. Changes in microstructure and physical properties of rocks caused by artificial freeze-thaw action. Bulletin of Engineering Geology and the Environment 2015; 74(2): 555-65. https://doi.org/10.1007/s10064-014-0630-8
  43. Ghobadi MH, Babazadeh R. Experimental studies on the effects of cyclic freezing-thawing, salt crystallization, and thermal shock on the physical and mechanical characteristics of selected sandstones. Rock Mechanics and Rock Engineering 2015; 48(3): 1001-16. https://doi.org/10.1007/s00603-014-0609-6
  44. Jia H, Xiang W, Krautblatter M. Quantifying rock fatigue and decreasing compressive and tensile strength after repeated freeze‐thaw cycles. Permafrost and Periglacial processes 2015; 26(4): 368-77. https://doi.org/10.1002/ppp.1857
  45. Li J, Kaunda RB, Zhou K. Experimental investigations on the effects of ambient freeze-thaw cycling on dynamic properties and rock pore structure deterioration of sandstone. Cold Regions Science and Technology 2018; 154: 133-41. https://doi.org/10.1016/j.coldregions.2018.06.015
  46. Ni X, Shen X, Zhu Z. Microscopic characteristics of fractured sandstone after cyclic freezing-thawing and triaxial unloading tests. Advances in Civil Engineering 2019. https://doi.org/10.1155/2019/6512461
  47. Cao RH, Wang C, Yao R, Hu T, Lei D, Lin H, Zhao Y. Effects of cyclic freeze-thaw treatments on the fracture characteristics of sandstone under different fracture modes: laboratory testing. Theoretical and Applied Fracture Mechanics 2020; 109: 102738. https://doi.org/10.1016/j.tafmec.2020.102738
  48. Fener M, Ince I. Effects of the freeze-thaw (F-T) cycle on the andesitic rocks (Sille-Konya/Turkey) used in construction building. Journal of African Earth Sciences 2015; 109: 96-106. https://doi.org/10.1016/j.jafrearsci.2015.05.006
  49. İnce İ, Fener M. A prediction model for uniaxial compressive strength of deteriorated pyroclastic rocks due to freeze-thaw cycle. Journal of African Earth Sciences 2016; 120: 134-40. https://doi.org/10.1016/j.jafrearsci.2016.05.001
  50. Kolay E. Modeling the effect of freezing and thawing for sedimentary rocks. Environmental Earth Sciences 2016; 75(3): 210. https://doi.org/10.1007/s12665-015-5005-3
  51. Fu H, Zhang J, Huang Z, Shi Y, Chen W. A statistical model for predicting the triaxial compressive strength of transversely isotropic rocks subjected to freeze-thaw cycling. Cold Regions Science and Technology 2018; 145: 237-48. https://doi.org/10.1016/j.coldregions.2017.11.003
  52. Ye W, Li C. The consequences of changes in the structure of loess as a result of cyclic freezing and thawing. Bulletin of Engineering Geology and the Environment 2019; 78(3): 2125-38. https://doi.org/10.1007/s10064-018-1252-3
  53. Demirdag S. Effects of freezing-thawing and thermal shock cycles on physical and mechanical properties of filled and unfilled travertines. Construction and Building Materials 2013; 47: 1395-1401. https://doi.org/10.1016/j.conbuildmat.2013.06.045
  54. Mu JQ, Pei XJ, Huang RQ, Rengers N, Zou XQ. Degradation characteristics of shear strength of joints in three rock types due to cyclic freezing and thawing. Cold Regions Science and Technology 2017; 138: 91-7. https://doi.org/10.1016/j.coldregions.2017.03.011
  55. Lei D, Lin H, Chen Y, Cao R, Wen Z. Effect of cyclic freezing-thawing on the shear mechanical characteristics of nonpersistent joints. Advances in Materials Science and Engineering 2019. https://doi.org/10.1155/2019/9867681
  56. EN-12371, Natural stone test methods-Determination of frost resistance; English version of DIN EN 12371. 2002.
  57. ASTM-D5312/D5312M, Standard Test Method for Evaluation of Durability of Rock for Erosion Control Under Freezing and Thawing Conditions. 2013.
  58. Chuck Muehlbauer CJ. Freeze/thaw cycling in natural stone. Building Stone Magazine 2013. Spring/Summer.
  59. Ulusay R, editor. The ISRM suggested methods for rock characterization, testing and monitoring: 2007-2014. Springer; 2014. https://doi.org/10.1007/978-3-319-07713-0
  60. EN, N., Natural Stone Test Methods Determination of Real Density and Apparent Density, and of Total and Open Porosity. 2008. Ankara: TSE, 1936.
  61. EN-14579, Natural stone test methods-Determination of sound speed propagation. 2006.