Evaluation of Pervious Concrete Workability Using Gyratory Compaction-Reference-Cited by-同舟云学术

Evaluation of Pervious Concrete Workability Using Gyratory Compaction

Published:2009-12 Issue:12 Volume:21 Page:764-770
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kevern J. T.¹²³,Schaefer V. R.¹²³,Wang K.¹²³

Affiliation:

1. Assistant Professor of Civil Engineering, Univ. of Missouri-Kansas City, Kansas City, MO 64110 (corresponding author).

2. Professor of Civil Engineering, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

3. Associate Professor of Civil Engineering, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

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%290899-1561%282009%2921%3A12%28764%29

Reference17 articles.

1. Amer N. Delatte N. and Storey C. (2003). “Using gyratory compaction to investigate density and mechanical properties of roller-compacted concrete.” Transportation Research Record. 03-3120 Transportation Research Board Washington D.C.

2. ASTM. (1996). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496 West Conshohocken Pa.

3. ASTM. (2003a). “Standard specification for ready-mixed concrete.” C94 West Conshohocken Pa.

4. ASTM. (2003b). “Standard practice for making and curing concrete test specimens in the laboratory.” C192 West Conshohocken Pa.

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