Effect of Compaction Mode on the Mechanical Performance and Variability of Asphalt Mixtures

Author:

Hunter Alistair E.123,McGreavy Liam123,Airey Gordon D.123

Affiliation:

1. Associate, Scott Wilson Ltd, 12 Regan Way, Nottingham NG9 6RZ, U.K.

2. Researcher, Nottingham Transportation Engineering Centre, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

3. Professor, Nottingham Transportation Engineering Centre, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference24 articles.

1. British Standards Institution (BSI). (1993). “Method for determination of the indirect tensile stiffness modulus of bituminous mixtures.” Draft for Development Rep. No. 213 London.

2. British Standards Institution (BSI). (1995). “Method for the determination of the fatigue characteristics of bituminous mixtures using indirect tensile fatigue.” Draft for Development Rep. No. ABF London.

3. British Standards Institution (BSI). (1996). “Method for determining the resistance to permanent deformation of bituminous mixtures subject to unconfined dynamic loading.” Draft for Development Rep. No. 226 London.

4. British Standards Institution (BSI). (2003a). “Bituminous mixtures—Test methods for hot mix asphalt—Part 32: Laboratory compaction of bituminous mixtures by vibratory compactor.” BS EN 12697-32 London.

5. British Standards Institution (BSI). (2003b). “Bituminous mixtures—Test methods for hot mix asphalt—Part 33: Specimen prepared by roller compactor.” BS EN 12697-33 London.

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