Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics-Reference-Cited by-同舟云学术

Field Assessment of the Performance of a Ballasted Rail Track with and without Geosynthetics

Published:2010-07 Issue:7 Volume:136 Page:907-917
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Indraratna Buddhima¹²³⁴⁵,Nimbalkar Sanjay¹²³⁴⁵,Christie David¹²³⁴⁵,Rujikiatkamjorn Cholachat¹²³⁴⁵,Vinod Jayan¹²³⁴⁵

Affiliation:

1. Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, New South Wales 2522, Australia (corresponding author).

2. Research Associate, Faculty of Engineering, Univ. of Wollongong, Wollongong City, New South Wales 2522, Australia.

3. Senior Geotechnical Adviser, RailCorp, New South Wales 2777, Australia.

4. Senior Lecturer, Faculty of Engineering, Univ. of Wollongong, Wollongong City, New South Wales 2522, Australia.

5. Lecturer, Faculty of Engineering, Univ. of Wollongong, Wollongong City, New South Wales 2522, 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.1943-5606.0000312

Reference40 articles.

1. Adegoke C. W. Chang C. S. and Selig E. T. (1979). “Study of analytical models for track support systems.” Transportation Research Record. 733 Transportation Research Board Washington D.C. 12–20.

2. Ashpiz E. S. Diederich R. and Koslowski C. (2002). “The use of spunbonded geotextile in railway track renewal on the St. Petersburg-Moscow line.” Proc. 7th Int. Conf. on Geosynthetics Nice France 14–19.

3. Choudhury J. (2006). “Geotechnical investigation report for proposed Bulli track upgrading between 311 and 312 turnouts: Dn track 71.660–71.810 km up track 71.700–71.780 km.” Memorandum Engineering Standards and Services Division Geotechnical Services New South Wales Australia.

4. Chrismer S. M. (1985). “Considerations of factors affecting ballast performance.” Rep. No. WP-110 AERA Bulletin AAR Research and Test Dept. 118–150.

5. The design of diaphragm-type boundary total stress cells

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