Performance of overburnt distorted bricks as aggregates in pavement works

Journal of Materials in Civil Engineering

Volumn 18, Issue 6, 2006, Pages 777-785

  Mazumder, Anisur Rahman ^a   Kabir, Ahsanul ^b   Yazdani, Nur ^c  

^a Danish International Development Agency   (Bangladesh)

^b BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Bangladesh)

^c UNIVERSITY OF TEXAS AT ARLINGTON   (United States)

Author keywords

Absorption; Aggregates; Bricks; Gravity; Pavements

Indexed keywords

ABSORPTION; AGGREGATES; DENSITY (SPECIFIC GRAVITY); PAVEMENTS; STRENGTH OF MATERIALS;

COARSE AGGREGATES; HIGHWAY PAVEMENT; LABORATORY TESTS;

BRICK;

ABSORPTION; AGGREGATE; PAVEMENT;

EID: 33751109466     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2006)18:6(777)     Document Type: Article

References (10)

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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.
6. ASTM. (1993b). "Standard test method for specific gravity and absorption of coarse aggregate." ASTM C127-93, Philadelphia.
7. Mannering, F. L., and Kilareski, W. P. (1998). Principles of highway engineering and traffic analysis, 2nd Ed., Wiley, New York.
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