Relation between Strength Properties (Flexural and Compressive) and Abrasion Resistance of Fiber (Steel and Polypropylene)-Reinforced Fly Ash Concrete-Reference-Cited by-同舟云学术

Relation between Strength Properties (Flexural and Compressive) and Abrasion Resistance of Fiber (Steel and Polypropylene)-Reinforced Fly Ash Concrete

Published:2009-08 Issue:8 Volume:21 Page:402-408
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Atis Cengiz Duran¹²³⁴⁵,Karahan Okan¹²³⁴⁵,Ari Kamuran¹²³⁴⁵,Celik Sola Özlem¹²³⁴⁵,Bilim Cahit¹²³⁴⁵

Affiliation:

1. Professor, Erciyes Univ., Civil Engineering Dept., Kayseri, Turkey (corresponding author).

2. Assistant Professor, Erciyes Univ., Civil Engineering Dept., Kayseri, Turkey.

3. Research Assistant, Erciyes Univ., Civil Engineering Dept., Kayseri, Turkey.

4. Assistant Professor, Istanbul Univ., Civil Engineering Dept., Avcilar, Istanbul, Turkey.

5. Assistant Professor, Mersin Univ., Civil Engineering Dept., Mersin, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282009%2921%3A8%28402%29

Reference29 articles.

1. American Society for Testing and Materials (ASTM). (2005). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete.” ASTM C-618.

2. Atis C. D. (2000). “Abrasion resistance of high volume fly ash concrete.” Proc. IV Int. Congress on Adv. in Civil Engineering Bizim Buro Press Gazimagusa North Cyprus 1363–1371.

3. Relation between abrasion resistance and flexural strength of high volume fly ash concrete

4. Mechanical properties and durability of concrete made with high-volume fly ash blended cements using a coarse fly ash

5. Cabrera J. G. (1985). “The use of pulverised fuel ash to produce durable concrete.” Proc. Improvement of Concrete Durability Thomas Telford London 29–57.

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