Experimental and Discrete Element Modeling of Geocell-Stabilized Subballast Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Experimental and Discrete Element Modeling of Geocell-Stabilized Subballast Subjected to Cyclic Loading

Published:2016-04 Issue:4 Volume:142 Page:04015100
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ngo Ngoc Trung¹,Indraratna Buddhima²,Rujikiatkamjorn Cholachat³,Mahdi Biabani M.⁴

Affiliation:

1. Lecturer, Centre for Geomechanics and Railway Engineering, Faculty of Engineering and Information Sciences, ARC Centre of Excellence for Geotechnical Science and Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

2. Research Director, Professor of Civil Engineering, Centre for Geomechanics and Railway Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia; ARC Centre for Excellence for Geotechnical Science and Engineering, Australia (corresponding author).

3. Associate Professor, Centre for Geomechanics and Railway Engineering, Faculty of Engineering and Information Sciences, ARC Centre of Excellence for Geotechnical Science and Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

4. Ph.D. Candidate, Centre for Geomechanics and Railway Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia; ARC Centre for Excellence for Geotechnical Science and Engineering, Australia Faculty of Engineering, Australia.

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.1943-5606.0001431

Reference46 articles.

1. Behavior of Railroad Ballast under Monotonic and Cyclic Loading

2. Geosynthetic-Reinforced Soils Under Repeated Loading: A Review and Comparative Design Study

3. AS (Standards Australia). (1996). “Aggregates and rock for engineering purposes. Part 7: Railway ballast.” AS 2758.7 Sydney Australia.

4. ASTM. (2010). “Standard test method for density of plastics by the densitygradient technique.” ASTM D1505-10 West Conshohocken PA.

5. ASTM. (2011a). “Standard test method for determining performance strength of geomembranes by the wide strip tensile method.” ASTM D4885-01 West Conshohocken PA.

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