Improvement of Mix Design for Porous Asphalt

Road Materials and Pavement Design

Volumn 2, Issue 3, 2001, Pages 283-296

  Takahashi, Shigeki ^a   Partl, Manfred N ^b  

^a Research Institute of Japan Highway Public Corporation   (Japan)

^b SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

Author keywords

Compaction; Mix design; Porosity; Porous asphalt; Water permeability

Indexed keywords

EID: 85009561160     PISSN: 14680629     EISSN: 21647402     Source Type: Journal    
DOI: 10.1080/14680629.2001.9689904     Document Type: Article

References (6)

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2. FURNASS C.C., Grading Aggregates. Mathematical Relations for Beds of Broken Solids of Maximum Density, Industrial and Engineering Chemistry Vol. 23, 1931, pp. 1052-1058.
3. GOODE J.F. and LUFSEY L.A., A New Graphical Chart for Evaluating Aggregate Gradation, Proc. AAPT, Vol. 31, 1962, pp. 176-207.
4. HUDSON S.B. and DAVIS R.L., Relationship of Aggregate Voidage to Gradation, Proc. AAPT, Vol. 34, 1965, pp. 574-593.
5. LEES G., Rational Design of Aggregate Gradings for Dense Asphaltic Composition, Proc. AAPT, Vol. 39, 1970, pp. 60-90.
6. ZOOROB S.E., CABRERA J.G. and TAKAHASHI S., Effect of Aggregate Gradation and Binder Type on the Properties of Porous Asphalt, Proc. 3rd European Symp. Performance and Durability of Bituminous Materials and Hydraulic Stabilised Composites, University of Leeds, April 1999, pp. 145-162.