Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites

Author:

Alyousif Ahmed1,Lachemi Mohamed2,Yildirim Gurkan3,Aras Gulsum Hasiloglu4,Sahmaran Mustafa5

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3.

2. Professor, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3.

3. Ph.D. Candidate, Dept. of Civil Engineering, Engineering Faculty, Gazi Univ., Celal Bayar Blvd., Maltepe, Ankara 06570, Turkey.

4. Ph.D. Candidate, Dept. of Civil Engineering, Engineering Faculty, Gaziantep Univ., University Blvd., Şehitkamil, Gaziantep 27310, Turkey.

5. Associate Professor, Dept. of Civil Engineering, Engineering Faculty, Gazi Univ., Celal Bayar Blvd., Maltepe, Ankara 06570, Turkey (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. ACI (American Concrete International). (1981). “Proposed revision of ACI 345-74: Standard practice for concrete highway bridge deck construction.” ACI Committee 345 Farmington Hills MI 3 19–53.

2. Freeze-thaw durability of concrete: ice formation process in pores

3. Effect of fly ash fineness on compressive strength and pore size of blended cement paste

4. Non-air-entrained high-strength concrete—Is it frost resistant?;Cohen M. D.;ACI Mater. J.,1992

5. Hooton R. D. (1987). “Some aspects of durability with condensed fume in paste mortars and concretes.” Int. Workshop on Silica Fume in Concrete Canada Centre for Mineral and Energy Technology (CANMET) Ottawa 30.

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