Uses of central composite design and surface response to evaluate the influence of constituent materials on fresh and hardened properties of self-compacting concrete

Author:

Alqadi Arabi N. S.,Mustapha Kamal Nasharuddin Bin,Naganathan Sivakumar,Al-Kadi Qahir N. S.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference26 articles.

1. Al Qadi, A., Bin Mustapha, N. K., AL-Mattarneh, H., and AL-Kadi, Q. (2009). “Statistical models for hardened properties of self-compacting concrete.” American Journal of Engineering and Applied Sciences, Vol. 2, No. 4, pp. 764–770.

2. Al Qadi, A., Bin Mustapha, N. K., AL-Mattarneh, H., and AL-Kadi, Q. (2009). “Central composite design models for workability and strength of self-compacting concrete.” Journal of Engineering and Applied Science, Vol. 4, No. 3, pp. 177–183.

3. ASTM 1129 (2006). “Standard terminology relating to water.” Annual Book of ASTM, Standard, Section 04 Construction, Vol. 04.02 Concrete and Aggregate, ASTM International, 100 Barr Harbor Drive, P.O.Box C700, West Conshohocken, PA19428-2959, e-mail: service@astm.org, and/or website: www.astm.org .

4. ASTM C 33-86 (2006). “Specification for concrete aggregate.” Annual Book of ASTM, Standard, Section 04 Construction, Vol. 04.02 Concrete and Aggregate, ASTM International, 100 Barr Harbor Drive, P.O.Box C700, West Conshohocken, PA19428-2959, e-mail: service@astm.org and/or website: www.astm.org .

5. ASTM C 150 (2006). “Specification for ordinary portland cement.” Annual Book of ASTM, Standard, Section 04 Construction, Vol. 04.02 Concrete and Aggregate, ASTM International, 100 Barr Harbor Drive, P.O.Box C700, West Conshohocken, PA19428-2959, e-mail: service@astm.org and/or website:www.astm.org .

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