Recycling of Brick Aggregate Concrete as Coarse Aggregate

Author:

Mohammed Tarek Uddin1,Hasnat Ariful2,Awal Mohammad Abdul3,Bosunia Shamim Z.4

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Asia Pacific, House No. 8/A, Rd. No. 7, Dhanmondi R/A, Dhaka-1209, Bangladesh (corresponding author).

2. Research Associate, Dept. of Civil Engineering, Univ. of Asia Pacific, House No. 8/A, Rd. No. 7, Dhanmondi R/A, Dhaka-1209, Bangladesh.

3. Managing Director, Structural Engineers Limited, 29, West Panthapath, Dhaka-1209, Bangladesh.

4. Managing Director, Abode of Consultants Limited, House No. 17, Rd. No. 32 (Old), 11 (New), Dhanmondi R/A, Dhaka-1209, Bangladesh.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Recycled concrete as a source of aggregate;Alan D. B.;ACI J. Proc.,1977

2. ASTM. (1993). “Standard specification for concrete aggregates.” ASTM C-33 West Conshohocken PA.

3. ASTM. (2003a). “Standard test method for bulk density (unit weight) and voids in aggregate.” ASTM C-29 West Conshohocken PA.

4. ASTM. (2003b). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C-39 West Conshohocken PA.

5. ASTM. (2003c). “Standard test method for density relative density (specific gravity) and absorption of fine aggregate.” ASTM C-128 West Conshohocken PA.

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