Index of Aggregate Particle Shape and Texture of coarse aggregate as a parameter for concrete mix proportioning

Cement and Concrete Research

Volumn 34, Issue 11, 2004, Pages 2021-2027

  Jamkar, S S ^a   Rao, C B K ^b  

^a GOVERNMENT COLLEGE OF ENGINEERING   (India)

^b NATIONAL INSTITUTE OF TECHNOLOGY   (India)

Author keywords

Aggregate shape; Mix proportioning; Workability

Indexed keywords

COMPACTION; CONCRETE AGGREGATES; HARDENING; IMAGE PROCESSING; PARAMETER ESTIMATION; TEXTURES;

AGGREGATE SHAPE; CONCRETE MIX; MIX PROPORTIONING; WORKABILITY;

CONCRETE MIXING;

EID: 4644363278     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2004.03.010     Document Type: Article

References (22)

1. Shergold F.A. The percentage voids in compacted gravel as a measure of its angularity. Mag. Concr. Res. 13(5):1953;3-10.
2. Kaplan M.F. The effects of the properties of coarse aggregates on the workability of concrete. Mag. Concr. Res. 29(10):1958;63-74.
3. Murdock L.J. The workability of concrete. Mag. Concr. Res. 36(12):1960;135-144.
4. Kaplan M.F. Flexural and compressive strength of concrete as affected by the properties of coarse aggregates. J. Am. Concr. Inst. 30(11):1959;1193-1208.
5. Ozturan T., Cecen C. Effect of coarse aggregate type on mechanical properties of concretes with different strengths. Cem. Concr. Res. 27(2):1997;165-170.
6. IS: 10262, Recommended guidelines for concrete mix design, Bureau of Indian Standards, New Delhi, India, 1982.
7. ACI 211.1-91, Standard practice for selecting proportions for normal, heavy weight, and mass concrete, Detroit, Michigan, USA, 1994.
8. Department of Environment, Design of normal concrete mixes, Department of Environment, Building Research Establishment, Watford, UK, 1988. 42 pp.
9. Pettijohn F.G. Sedimentary Rocks. 3rd ed. 1984;Harper & Brothers, New York.
10. BS 812 Part-1, Methods for determination of particle size and shape, British Standards, UK, 1975.
11. IS: 2386 Part-I, Methods of test for aggregates for concrete (Particle size and shape), Bureau of Indian Standards, New Delhi, India, 1963.
12. ASTM D4791, Standard test method for flat and elongated particles in coarse aggregate, Annual Book of ASTM Standards, vol. 04.03, West Conshohocken, Pa.
13. Kwan A.K.H., Mora C.F., Chan H.C. Particle shape analysis of coarse aggregate using digital image processing. Cem. Concr. Res. 29(9):1999;1403-1410.
14. Kwan A.K.H., Mora C.F. Effects of various shape parameters on packing of aggregate particles. Mag. Concr. Res. 53(2):2001;91-100.
15. Masad E., Button J.W. Unified imaging approach for measuring aggregate angularity and texture. Comput.-Aided Civil Infrastruct. Eng. 15:2000;273-280.
16. Huang E.Y. A test for evaluating the geometric characteristics of coarse aggregate particles. ASTM Proc. 62:1962;1223-1242.
17. ASTM D 3398-97 Standard Test for Index of Aggregate Particle Shape and Texture. 1997;West Conshohocken, USA.
18. ASTM C 127-88 Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate. 1997;West Conshohocken, USA.
19. Neville A.M. Properties of Concrete. 4th ed. 1997;188 Longman, UK.
20. ASTM C 128-88 Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate. 1997;West Conshohocken, USA.
21. ASTM C33-99 Standard Specifications for Concrete Aggregates. 1997;West Conshohocken, USA.
22. ACI 211.3-75 (Revised 1987), Standard practice for selecting proportions for no slump concrete, ACI Manual of Concrete Practice: Part 1. Materials and General properties of Concrete, Detroit, Michigan, 1994.