Durability of concrete subjected to the combined actions of flexural stress, freeze-thaw cycles and bittern solutions

Author:

Yu Hongfa,Sun Wei,Zhang Yunsheng,Guo Liping,Li Meidan

Publisher

Springer Science and Business Media LLC

Subject

General Materials Science

Reference23 articles.

1. Aitcin P C, Pigeon M, Pleau R, et al. Freezing and Thawing Durability of High Performance Concrete[C]. In: Proceedings of the International Symposium on High-performance Concrete and Reactive Powder Concretes. Sherbrooke, Quebec: Concrete Canada, 1998(4):383–391

2. Mehta P K. Studies on Chemical Resistance of Low Water-cement Ratio Concretes[J]. Cem. Concr. Res., 15(6):969–978

3. Janssen D J, Snyder M B. Mass Loss Experience with ASTM C666: with and without Deicing Salt[C]. In: Proc. the Inter. Workshop in the resistance of Con. to Scaling due to Freezing in the Presence of Deicing Salt, Quebec, Canada, 1997: 247–258

4. Mu Ru, Miao Changwen, Liu Jiaping. Properties of Concrete Subjected to Freezing and Thawing under Sulphate Attack[J]. Indian Concrete Journal, 2001, 75(7):451–454

5. Mu Ru, Miao Changwen, Breugel K V, et al. Properties of Air-entrained Concrete Subjected to Freeze-thaw Cycles and Salt Attack Simultaneously[C]. In: Advanced in Concrete and Structures, Proceedings of the International Conference ICACS 2003, XuZhou, 982–988

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