Durability of Silica Fume Concrete Exposed to Chloride in Hot Climates

Author:

Smith Bruce G.12

Affiliation:

1. Member, ASCE

2. Engr., 3446 Voyager Circle, San Diego, CA 92130; formerly, Contracts Mgr., Saad Trading and Contracting Co., Al Khobar, Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. ARAMCO. ( 1994). The Saudi Arabian Oil Company concrete specification 09 SAMSS-097 Clause 5.1 Saudi Aramco Dhahran Saudi Arabia.

2. Askeland D. ( 1989). “Chapter 5.” The Science and Engineering of Materials PWS Boston.

3. Akili W. Manser I. and Logan K. ( 1994). “Condition survey and repair strategy of deteriorated concrete wharves in Qatar RCM-47.” Proc. 1st Int. Conf. on Reinforced Concrete Mat. in Hot Climates Al Ain United Arab Emirates 692–693.

4. Bamforth P. B. ( 1995). “Improving the durability of concrete by the use of mineral additions.” Concrete Durability in the Arabian Gulf Bahrain Society of Engineers Manama Bahrain Section 20 p. 9.

5. Berke N. S. and Hicks M. C. ( 1993). “Predicting chloride profiles in concrete.” The NACE Ann. Conf. and Corrosion Show NACE Houston Paper 341 1–15.

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