3FAGERLUND G. The international cooperative test of the critical degree of saturation method of assessing the freeze/thaw resistance of concrete[J]. Materials and Structures, 1977,10(58) : 231 - 253.
4VERBECK G J,KI.IEGER P. Studies of salt scaling of concrete[R]. Washington D C: Highway Research Bulletin, 1957.1 - 17.
5I.INDMARK S. Mechanisms of salt frost scaling of Portland cement-bound materials: studies and hypothesis (Report TVMB1017) [D]. Sweden : Division of Building Materials, Lund Institute of Technology, Lund University, 1998.
6FAGERLUND G. Synergetic effects of combined destructive action on concrete[A]. Proceedings of the International Symposium on Role of Concrete In Sustainable Development[C]. Scotland : [sn], 2003.82-88.
7POWERS T C. A working hypothesis for further studies of frost resistance of concrete[J]. Journal of ACI, 1945,16(4) :245-272.
8SELLEVOLD E J,FASTAD T. Frost/salt testing of concrete:Effect of test parameters and concrete moisture history[J]. Nordic Concrete Research, 1991, (10) : 121 - 138.
9POWERS T C, HELMUTH R A. Theory of volume changes in hardened cement paste during freezing[A]. Proceedings of the Highway Research Board[C]. [sl]: [sn], 1953. 285-297.
10LITVAN G G. Frost action in cement in the presence of deicers[J]. Cement and Concrete Research, 1974,6(3) :351- 356.
