LEVEL ONE MIX DESIGN: MATERIALS SELECTION, COMPACTION, AND CONDITIONING
作者： R Cominsky , R B Leahy , E T Harrigan
DOI:
关键词:
摘要: This report summarizes the research devoted to three key aspects of Superpave Level I mix design: volumetric design criteria for aggregates and mixes; compaction; conditioning. The first chapter describes Delphi group process that was used select aggregate properties specification values included in procedure. Chapter 2 addresses rationale selection gyratory compactor, its relations field control, validation. final associated with development validation laboratory conditioning procedures asphalt concrete mixes. It simulate both short- long-term aging, as well moisture sensitivity under repeated loading.
参考文章(7)
Alberto Consuegra, Dallas N Little, James L Burati Jr, Harold Von Quintus, COMPARATIVE EVALUATION OF LABORATORY COMPACTION DEVICES BASED ON THEIR ABILITY TO PRODUCE MIXTURES WITH ENGINEERING PROPERTIES SIMILAR TO THOSE PRODUCED IN THE FIELD Transportation Research Record. ,(1989)
A J Wieder, C A Bell, M J Fellin, LABORATORY AGING OF ASPHALT-AGGREGATE MIXTURES: FIELD VALIDATION ,(1994)
Charles S. Hughes, Compaction of Asphalt Pavement ,(1989)
Robert P. Lottman, Predicting moisture-induced damage to asphaltic concrete: Field evaluation ,(1982)
J A Deacon, J B Sousa, L Painter, C L Monismith, J Harvey, EVALUATION OF LABORATORY PROCEDURES FOR COMAPCTING ASPHALT-AGGREGATE MIXTURES ,(1991)
M E Cristi, C A Bell, D Sosnovske, Y AbWahab, SELECTION OF LABORATORY AGING PROCEDURES FOR ASPHALT-AGGREGATE MIXTURES ,(1994)
Harold A. Linstone, Murray Turoff, The Delphi method: Techniques and applications ,(1975)