Evaluation of Binary and Ternary Blends of Pozzolanic Materials Using the Rapid Chloride Permeability Test

Author:

Ahmed M. Sharfuddin123,Kayali Obada123,Anderson Wendy123

Affiliation:

1. Former Ph.D. Candidate, School of Aerospace, Civil and Mechanical Engineering, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia.

2. Senior Lecturer, School of Aerospace, Civil and Mechanical Engineering, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia (corresponding author).

3. Visiting Fellow, School of Physical, Environmental, and Mathematical Sciences, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. Aitcin P. C. Regourd M. and Bedard C. (1983). “Microstructural study of a 135 MPa (19500 psi) ready mix concrete.” Proc. of the 5th Annual Int. Conf. on Cement Microscopy International Cement Microscopy Association Nashville Tenn. 164–179.

2. Amleh L. and Mirza M. S. (2002). “Durability field investigation of an abandoned concrete bridge.” Proc. Int. Conf. on Sustainable Concrete Construction Univ. of Dundee Scotland U.K. 617–626.

3. The contact zone between portland cement paste and glass “aggregate” surfaces

4. Chloride-induced steel corrosion in concrete: Part 2—Gravimetric and electrochemical comparisons;Baweja D.;ACI Mater. J.,1999

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