Mechanisms on the Salt–Frost Scaling of Concrete-Reference-Cited by-同舟云学术

Mechanisms on the Salt–Frost Scaling of Concrete

Published:2017-03 Issue:3 Volume:29 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yuan Jie¹,Lu Hang²,Yang Quanbing³,Ling Jianming²

Affiliation:

1. Key Laboratory of Road and Traffic Engineering of Education Ministry, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China (corresponding author).

2. Key Laboratory of Road and Traffic Engineering of Education Ministry, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China.

3. Key Laboratory of Advanced Civil Engineering Materials of Education Ministry, Tongji Univ., 4800 Caoan Rd., Shanghai 201804, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001448

Reference13 articles.

1. The critical degree of saturation method of assessing the freeze-thaw resistance of concrete;Fagerlund G.;Mater. Struct.,1977

2. Lindmark S. (1998). “Mechanisms of salt frost scaling of portland cement-bound materials: Studies and hypothesis.” Ph.D. thesis Division of Building Materials Lund Institute of Technology Lund Univ. Lund Sweden.

3. Frost action in cement in the presence of De-Icers

4. A working hypothesis for further studies of frost resistance of concrete;Powers T. C.;J. ACI,1945

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