Mechanical and Freeze-Thaw Durability Properties of Recycled Aggregate Concrete Made with Recycled Coarse Aggregate
Author:
Affiliation:
1. Research Assistant, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7.
2. Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V1V7 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001237
Reference47 articles.
1. ACI (American Concrete Institute). (1997). “Standard practice for selecting proportions for normal heavyweight and mass concrete.” ACI 211.1–97 Farmington Hills MI.
2. ACI (American Concrete Institute). (2001). “Removal and reuse of hardened concrete.” ACI 555R-01 Farmington Hills MI.
3. Green Concrete Made with RCA and FRP Scrap Aggregate: Fresh and Hardened Properties
4. ASTM. (2012a). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” C618 West Conshohocken PA.
5. ASTM. (2012b). “Standard test method for resistance of concrete to rapid freezing and thawing.” C666 West Conshohocken PA.
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