Combined Effects of Saltwater and Water Flow on Deterioration of Concrete under Freeze

Combined Effects of Saltwater and Water Flow on Deterioration of Concrete under Freeze–Thaw Cycles

Published:2011-12 Issue:4 Volume:25 Page:145-161
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Amini Behnam¹²,Tehrani Saleh Sharif¹²

Affiliation:

1. Assistant Professor, International Univ. of Imam Khomeini (IKIU), Qazvin, Iran (corresponding author).

2. Graduate Research Assistant, International Univ. of Imam Khomeini (IKIU), Qazvin, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000029

Reference22 articles.

1. Behaviour of concrete in freeze–thaw environment of sea water;Achintya;J. Inst. Eng. India Civil Eng. Div.,2003

2. American Concrete Institute (ACI). (2002). “Guide for selecting proportions for no-slump concrete.” ACI 211.3R ACI Detroit.

3. Freeze–thaw resistance of concretes treated with pore liners

4. Prediction of cyclic freeze–thaw damage in concrete structures based on response surface method

5. Copuroglu O. (2006). “The characterisation improvement and modelling aspects of frost salt scaling of cement-based materials with a high slag content.” Ph.D. dissertation Technical Univ. of Delft Netherlands.

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