Degradation-Related Changes in Ballast Gradation and Aggregate Particle Morphology-Reference-Cited by-同舟云学术

Degradation-Related Changes in Ballast Gradation and Aggregate Particle Morphology

Published:2017-08 Issue:8 Volume:143 Page:04017032
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Qian Yu¹^ORCID,Boler Huseyin²,Moaveni Maziar³,Tutumluer Erol⁴,Hashash Youssef M. A.⁵,Ghaboussi Jamshid⁶

Affiliation:

1. Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews, Urbana, IL 61801 (corresponding author). ORCID: .

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

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

4. Professor, Paul F. Kent Endowed Faculty Scholar, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews, Urbana, IL 61801.

5. Professor, William J. and Elaine F. Hall Endowed Professor, John Burkitt Webb Endowed Faculty Scholar, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews, Urbana, IL 61801.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001706

Reference13 articles.

1. Aursudkij B. (2007). “A laboratory study of railway ballast behavior under traffic loading and tamping maintenance.” Ph.D. thesis Univ. of Nottingham U.K.

2. Ebrahimi A. Tinjum J. M. and Edil T. B. (2010). “Large-scale cyclic triaxial testing of rail ballast.” Proc. AREMA Annual Conf. American Railway Engineering and Maintenance-of-Way Association Lanham MD.

3. Laboratory Characterization of Fouled Railroad Ballast Behavior

4. A constitutive model for coal-fouled ballast capturing the effects of particle degradation

5. Behaviour of clay-fouled ballast under drained triaxial testing

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