参考文献
[1] | Determination of the optimum conditions for de-icing salt scaling resistance of concrete by visual examination and surface scaling[J].Construction and Building Materials,2010(3):353. |
[2] | Vesa Penttala .Surface and internal deterioration of concrete due to saline and non-saline freeze-thaw loads[J].Cement and Concrete Research,2006(5):921-928. |
[3] | Vesa Penttala;Fahim Al-Neshawy .Stress and strain state of concrete during freezing and thawing cycles[J].Cement and Concrete Research,2002(9):1407-1420. |
[4] | 王阵地,姚燕,王玲.冻融循环与氯盐侵蚀作用下混凝土变形和损伤分析[J].硅酸盐学报,2012(08):1133-1138. |
[5] | Max J. Setzer .Micro-Ice -Lens Formation in Porous Solid[J].Journal of Colloid and Interface Science,2001(1):193-201. |
[6] | Olivier Coussy;Paulo J.M. Monteiro .Poroelastic model for concrete exposed to freezing temperatures[J].Cement and Concrete Research,2008(1):40-48. |
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