Effects of Fines Content on Hydraulic and Mechanical Performance of Unbound Granular Base Aggregates-Reference-Cited by-同舟云学术

Effects of Fines Content on Hydraulic and Mechanical Performance of Unbound Granular Base Aggregates

Published:2020-03 Issue:1 Volume:146 Page:04019036
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Hatipoglu Mustafa¹^ORCID,Cetin Bora²^ORCID,Aydilek Ahmet H.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., Ayazaga, Istanbul, Turkey. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., 474 S. Shaw Lane, East Lansing, MI 48824 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1163 Martin Hall, College Park, MD 20742.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000141

Reference43 articles.

1. Comparative Analysis of Idaho and Micro-Deval Aggregate Degradation Test Methods

2. Ashtiani R. 2009. “Anisotropic characterization and performance prediction of chemically and hydraulically bounded pavement foundations.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Texas A&M Univ.

3. ASTM. 2014. Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine. ASTM C131. West Conshohocken PA: ASTM.

4. Barber E. S. and C. L. Sawyer. 1952. “Highway subdrainage.” In Proc. Highway Research Board 643–666. Washington DC: Highway Research Board.

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