Design of maximum density aggregate grading

Construction and Building Materials

Volumn 16, Issue 8, 2002, Pages 495-508

  Abdel Jawad, Yahia A ^a   Abdullah, Waddah Salman ^a  

^a JORDAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Jordan)

Author keywords

Aggregate grading; ASTM; Computer program; Fuller's method; Lees' method; Maximum density; Rational method

Indexed keywords

ASPHALT; COMPACTION; COMPRESSIVE STRENGTH; COMPUTER SIMULATION; CONCRETE MIXING; DENSITY (SPECIFIC GRAVITY); GRAPH THEORY; INTERPOLATION; POROSITY; REINFORCED CONCRETE; TEXTURES;

MAXIMUM DENSITY AGGREGATE GRADING;

CONCRETE AGGREGATES;

EID: 0036887959     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(02)00032-6     Document Type: Article

References (7)

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2. Abdullah W.S., Obaidat M.T., Abu-Sa'da N.M. Influence of Aggregate type and Gradation on Voids of Asphalt Concrete Pavements. ASCE J Mater Eng Div. 10:(2):1998;76-85.
3. Ghadieh F.W.T. Optimization of concrete aggregates grading in Jordan. MS. thesis. 1993;Department of Civil Engineering, Jordan University of Science and Technology, Irbid, Jordan.
4. Kolbuszewski J., Frederick M.R. The significance of particle shape and size on the mechanical behavior of granular materials. Proceedings of the European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden. 1:(4):1963;243-263.
5. Kapolyi L. Soil-mixture with a minimum of voids produced from local materials. Proceedings of the Fourth Conference on Soil Mechanics. Budapest, 1971:155-164.
6. Furnas C.C. Relations between specific volume, voids and size composition in systems of broken solids of mixed sizes. Bureau of Mines, report of investigations. 1928;1-10.
7. Lees G. Private communication, 1985.