Laboratory comparison of crushed aggregate and recycled pavement material with and without high carbon fly ash

Geotechnical and Geological Engineering

Volumn 28, Issue 4, 2010, Pages 405-411

  Wen, Haifang ^a   Warner, Justin ^b   Edil, Tuncer ^b   Wang, Gingan ^a  

^a Washington State University   (United States)

^b UNIVERSITY OF WISCONSIN MADISON   (United States)

Author keywords

CBR; Compressive strength; Crushed aggregate; High carbon fly ash; Recycled pavement materials; Resilient modulus

Indexed keywords

CBR; CRUSHED AGGREGATE; CRUSHED AGGREGATES; HIGH CARBON FLY ASH; RECYCLED PAVEMENTS; RESILIENT MODULUS;

AGGREGATES; ASPHALT; ASPHALT PAVEMENTS; CALCIUM; CEMENT ADDITIVES; EMULSIFICATION; FLY ASH; MATERIALS PROPERTIES; RECYCLING; ROADS AND STREETS;

COMPRESSIVE STRENGTH;

AGGREGATE; ASPHALT; BASE COURSE; COMPACTION; COMPRESSIVE STRENGTH; ELASTIC MODULUS; FLY ASH; PAVEMENT; RECYCLING;

EID: 77953870496     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-009-9300-1     Document Type: Article

References (7)

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