Performance of Overburnt Distorted Bricks as Aggregates in Pavement Works-Reference-Cited by-同舟云学术

Performance of Overburnt Distorted Bricks as Aggregates in Pavement Works

Published:2006-12 Issue:6 Volume:18 Page:777-785
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mazumder Anisur Rahman¹²³,Kabir Ahsanul¹²³,Yazdani Nur¹²³

Affiliation:

1. Soil and Material Engineer, Rural Development Project, Danish International Development Agency, RDP-23, Laxmipur, Bangladesh. E-mail: anismazumdar@hotmail.com

2. Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka, Bangladesh. E-mail:akabir@ce.buet.ac.bd

3. Professor and Chairman, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019-0308. E-mail: yazdani@uta.edu

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%282006%2918%3A6%28777%29

Reference10 articles.

1. AASHTO. (1965). “Standard specification for aggregate and soil aggregate subbase base and surface courses.” AASHTO M147-65 Washington D.C.

2. ASTM. (1989). “Standard test method for resistance to degradation of small size coarse aggregate by abrasion and impact in Los Angeles machine.” ASTM C131-89 Philadelphia.

3. ASTM. (1991). “Standard test method for unit weight and voids in aggregate.” ASTM C29-91a Philadelphia.

4. ASTM. (1992). “Standard practice for sampling aggregates.” ASTM D75-92 Philadelphia.

5. ASTM. (1993a). “Standard specification for crushed aggregate for macadam pavements.” ASTM D693-93 Philadelphia.

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