[1] ZHOU Y W. Frozen soil in China［M］. 3rd ed. Beijing: Science Press, 2000 (in Chinese).

[2] ZHENG X Y, WANG Y R, ZHANG S Q, et al. Research progress of the thermophysical and mechanical properties of concrete subjected to freeze-thaw cycles［J］. Construction and Building Materials, 2022, 330: 127254.

[3] POWERS T C. A working hypothesis for further studies of frost resistance of concrete［J］. ACI Journal Proceedings, 1945, 41(1): 245-272.

[4] POWERS T C, HELMUTH R A. Theory of volume changes in hardened portland cement paste during freezing［J］. Highway Research Board Proceedings, 1953, 32: 285-297.

[5] CAO D F, FU L Z. Experimental study on the strength of plain concrete after freezing-thawing circumstance［J］. Concrete, 2010(10): 34-36+40 (in Chinese).

[6] CAO D F, FU L Z, YANG Z W. Experimental study on tensile properties of concrete after freeze-thaw cycles［J］. Journal of Building Materials, 2012, 15(1): 48-52 (in Chinese).

[7] HONG J X, MIAO C W, LIU J P, et al. Degradation law of mechanical properties of concrete subjected to freeze-thaw cycles［J］. Journal of Building Materials, 2012, 15(2): 173-178 (in Chinese).

[8] ZHAO X L, WEI J, HUANG Y Y. The comparison of evaluation indexes for durability degradation of concrete in freezing-thawing cycles［J］. Journal of Huazhong University of Science and Technology, 2003, 31(2): 103-105 (in Chinese).

[9] LI Y L, GUO H Y, ZHOU H, et al. Damage characteristics and constitutive model of concrete under uniaxial compression after freeze-thaw damage［J］. Construction and Building Materials, 2022, 345: 128171.

[10] HUANG C L, CHEN Y Q, WANG J H, et al. Study on dynamic compressive mechanical properties of freeze-thaw concrete［J］. Construction and Building Materials, 2022, 322: 126499.

[11] CHEN X D, CHEN C, LIU Z H, et al. Compressive behavior of concrete under high strain ratesafter freeze-thaw cycles［J］. Computers and Concrete, 2018, 21: 209.

[12] ZHANG Y D, ZOU B, TIAN Y, et al. Effects on static and dynamic characteristics of concrete due to freeze-thaw cycles［J］. Journal of PLA University of Science and Technology (Natural Science Edition), 2017, 18(1): 1-8 (in Chinese).

[13] JIANG J T. Experimental study on impact resistance of concrete after freeze-thaw damage［D］. Nanjing: Southeast University, 2020: 30 (in Chinese).

[14] LONG Y F, PAN C, GUO X Q, et al. Experimental research on dynamic mechanical properties of rubber concrete subjected to freeze-thaw cycles［J］. Industrial Construction, 2022, 52(4): 163-170+139 (in Chinese).

[15] Ministry of Housing and Urban-Rural Development, People’s Republic of China. Standard for test methods for long-term performance and durability of ordinary concrete: GB/T 50082—2009［S］. Beijing: China Architecture and Building Press, 2009 (in Chinese).

[16] Ministry of Housing and Urban-Rural Development, People’s Republic of China. Test method standard for physical and mechanical properties of concrete: GB/T 50081—2019［S］. Beijing: China Architecture and Building Press, 2019 (in Chinese).

[17] TAO J L. SHPB experimental technique［M］. 2nd ed. Beijing: Science Press, 2014 (in Chinese).

[18] TIAN W, XING K, XIE Y L. Experimental study of damage degradation mechanism of concrete in freeze-thaw environment［J］. Journal of Experimental Mechanics, 2015, 30(3): 299-304 (in Chinese).

[19] CHEN X D, WU S X, ZHOU J K. Experimental study on dynamic tensile strength of cement mortar using split Hopkinson pressure bar technique［J］. Journal of Materials in Civil Engineering, 2014, 26(6): 04014005.