[1] [1] KHAN J, KUMAR G S. Influence of binary antifreeze admixtures on strength performance of concrete under cold weather conditions［J］. J Build Eng, 2020, 34(5): 1-8.

[2] [2] CHOI S H, LEE H S, CHOI H K, et al. Experimental rsearch on development of heated form incorporating exothermic reaction powder to protect concrete in cold weather［J］. Constr Build Mater, 2017, 135: 30-36.

[3] [3] GUO J B, LIU L, WANG Q. Application self-regulating heating cable curing of concrete in winter［J］. Appl Mech Mater, 2014, 638-640(9): 1531-1535.

[4] [4] KIM P. Minimum curing time prediction of early-age concrete to prevent frost damage［J］. Constr Build Mater, 2011, 25(3): 1439-1449.

[5] [5] LEE G C, HAN M C, BAEK D H, et al. Effect of heat curing methods on the temperature history and strength development of slab concrete for nuclear power plant structures in cold climates［J］. Nucl Eng Technol, 2012, 44(44): 523-534.

[6] [6] WON J Y, LEE S H, PARK T W, et al. Basic applicability of an insulated gang form for concrete building construction in cold weather［J］. Constr Build Mater, 2016, 125: 458-464.

[7] [7] DEMIRBO A R, KARAG L F, POLAT R, et al. The effects of urea on strength gaining of fresh concrete under the cold weather conditions［J］. Constr Build Mater, 2014, 64: 114-120.

[8] [8] KARAGOL F, DEMIRBOGA R, KHUSHEFATI W H. Behavior of fresh and hardened concretes with antifreeze admixtures in deep-freeze low temperatures and exterior winter conditions［J］. Constr Build Mater, 2015, 76: 388-395.

[9] [9] POLAT R. The effect of antifreeze additives on fresh concrete subjected to freezing and thawing cycles［J］. Cold Reg Sci Technol, 2016, 127(7): 10-17.

[10] [10] ZHANG G, YANG Y, YANG H, et al. Calcium sulphoaluminate cement used as mineral accelerator to improve the property of Portland cement at sub-zero temperature［J］. Cem Concr Comp, 2019, 106(2): 103452-103452.

[11] [11] LI P, GAO X, WANG K, et al. Hydration mechanism and early frost resistance of calcium sulfoaluminate cement concrete［J］. Constr Build Mater, 2020, 239: 117862-117862.

[12] [12] HUANG G, PUDASAINEE D, GUPTA D, et al. Hydration reaction and strength development of calcium sulfoaluminate cement-based mortar cured at cold temperatures［J］. Constr Build Mater, 2019, 224: 493-503.

[13] [13] QIN L, GAO X, ZHANG A. Potential application of Portland cement-calcium sulfoaluminate cement blends to avoid early age frost damage［J］. Constr Build Mater, 2018, 190: 363-372.

[14] [14] ZHANGS Y, ZHAO Y L, DING H X, et al. Effect of sodium chloride concentration and pre-curing time on the properties of cemented paste backfill in a sub-zero environment［J］. J Clean Prod, 2020, 283(3): 12530-12530

[15] [15] ALZAZA A, OHENOJA K, LANGS I, et al. Low-temperature (-10 ℃) curing of Portland cement paste-Synergetic effects of chloride-free antifreeze admixture, C-S-H seeds, and room-temperature pre-curing［J］. Cem Concr Comp, 2022, 125(1): 104319-104319.

[18] [18] MENCZEL J D, JUDOVITS L, PRIME R B, et al. Differential scanning calorimetry (DSC) in Thermal Analysis of Polymers: Fundamentals and Applications［M］. Hoboken: John Wiley & Sons, Inc., 2009: 16-18.

[19] [19] DAMASCENI A, DEI L, FRATINI E, et al. A novel approach based on differential scanning calorimetry applied to the study of tricalcium silicate hydration kinetics［J］. J Phys Chem B, 2002, 106(44): 11572-11578.

[20] [20] MUELLER M, LUDWIG H M. Dolomite powder as SCM -Impact on salt frostscaling resistance［C］//15th ICCC, Prague, Czech Republic, 2019: 357-358.

[21] [21] MIN W, JOHANNESSON B, GEIKER M. Determination of ice content in hardened concrete by low-temperature calorimetry［J］. J Therm Anal Calorim, 2014, 115(2): 1335-1351.

[22] [22] JIANG Z, DENG Z, ZHU X, et al. Increased strength and related mechanisms for mortars at cryogenic temperatures［J］. Cryogenics, 2018, 94(6): 5-13.

[26] [26] YUAN Q, SHI C, SCHUTTER G D, et al. Chloride binding of cement-based materials subjected to external chloride environment-A review［J］. Constr Build Mater, 2009, 23(1): 1-13.

[28] [28] MIDGLEY H G, ILLSTON J M. The penetration of chlorides into hardened cement pastes［J］. Cem Concr Res, 1984, 14(4): 546-558.

[29] [29] BUCK AD. A discussion of the paper “The penetration of chlorides into hardened cement pastes” by H. D. Midgley and J. M. Illston［J］. Cem Concr Res, 1985, 15(5): 933-934.

[30] [30] HIRAO H, YAMADA K, TAKAHASHI H, et al. Chloride binding of cement estimated by binding isotherms of hydrates［J］. J Adv Concr Technol, 2005, 3(1): 77-84.

[31] [31] EKOLU S O, THOMAS M, HOOTON R D. Pessimum effect of externally applied chlorides on expansion due to delayed ettringite formation: Proposed mechanism［J］. Cem Concr Res, 2006, 36(4): 688-696.

[32] [32] CAO Y, GUO L, CHEN B, et al. Thermodynamic modelling and experimental investigation on chloride binding in cement exposed to chloride and chloride-sulfate solution［J］. Constr Build Mater, 2020, 246: 118398-118398.

[33] [33] ZIBARA H. Binding of external chlorides by cement pastes［D］. Canada: University of Toronto, 2001.

[34] [34] ABDALKADER A, LYNSDALE C J, CRIPPS J C. The effect of chloride on cement mortar subjected to sulfate exposure at low temperature［J］. Constr Build Mater, 2015, 78: 102-111.

[35] [35] LIU J, XING F, DONG B, et al. Study on water sorptivity of the surface layer of concrete［J］. Mater Struct, 2014, 47(11): 1941-1951