A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of air voids and voids in mineral aggregate in bituminous mixtures
Void properties and durability characteristics of paving mixture are discussed and remedial measures suggested; experiments were conducted on 3/8 in. mix; 4 Marshall cylinders and 2 uncompacted samples were prepared at each bitumen content; bitumen contents used were 4, 5, 6, and 7%.
Determination of air voids and voids in mineral aggregate in bituminous mixtures
Void properties and durability characteristics of paving mixture are discussed and remedial measures suggested; experiments were conducted on 3/8 in. mix; 4 Marshall cylinders and 2 uncompacted samples were prepared at each bitumen content; bitumen contents used were 4, 5, 6, and 7%.
Determination of air voids and voids in mineral aggregate in bituminous mixtures
Australian Road Research
Morris, J. (author)
1963
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Evaluation of Voids in the Mineral Aggregate for HMA Paving Mixtures
| British Library Conference Proceedings | 1996
Porous Bituminous Mixtures with High Voids Content, Design and Experience
| British Library Conference Proceedings | 1993
Effect of compaction method on bituminous mixtures voids distribution and magnitude
| British Library Conference Proceedings | 2007
Critical Review of Voids in Mineral Aggregate Requirements in Superpave
| British Library Conference Proceedings | 1998