Aggregate Properties Affecting Shear Strength and Permanent Deformation Characteristics of Unbound–Base Course Materials-Reference-Cited by-同舟云学术

Aggregate Properties Affecting Shear Strength and Permanent Deformation Characteristics of Unbound–Base Course Materials

Published:2020-01 Issue:1 Volume:32 Page:04019332
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Byun Yong-Hoon¹^ORCID,Feng Bin²,Qamhia Issam I. A.³,Tutumluer Erol⁴

Affiliation:

1. Assistant Professor, School of Agricultural Civil and Bio-Industrial Engineering, Kyungpook National Univ., 80 Daehak-ro, Buk-gu, Daegu 41566, Korea (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

3. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

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.1943-5533.0003000

Reference21 articles.

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2. Reduced rutting in unbound granular pavement layers through improved grading design;Brown S. F.;Proc. Inst. Civ. Eng. Transp.,1996

3. Framework for Development of an Improved Unbound Aggregate Base Rutting Model for Mechanistic–Empirical Pavement Design

4. Gradation effects on the mechanical response of crushed stone aggregate

5. State of the Art. II: Permanent Strain Response of Unbound Aggregates

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