Effect of cement replacement by fly ash and epoxy on the properties of pervious concrete

Author:

Al-sallami Zainab Hashim Abbas,Marshdi Qosai S. Radi,Mukheef Rana Abd-Al-Hadi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference31 articles.

1. Abdel-Fattah, H., El-Hawary, M. M., & Falah, A. (2000). Effect of elevated temperature on the residual fracture toughness of epoxy modified concrete. Kuwait Journal Science Engineering,27, 1.

2. ASTM C1754/C1754M. (2012). Test method for density and void content of hardened pervious concrete. American Society for Testing and Materials.

3. ASTM C618-02. (2002). Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete. West Conshohocken, PA: ASTM International. www.astm.org .

4. ASTM C469-02. (2002). Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. West Conshohocken, PA: ASTM International. www.astm.org .

5. ASTM C78-84. (2003). Standard test method for flexural strength of concrete (using simple beam with third points loading) (vol. 04.02). Annual Book of ASTM Standard.

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