Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones-Reference-Cited by-同舟云学术

Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones

Published:2020-09 Issue:9 Volume:146 Page:04020075
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Shan Yao¹^ORCID,Zhou Shunhua²,Wang Binglong³,Ho Carlton L.⁴^ORCID

Affiliation:

1. Associate Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China. ORCID: .

2. Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China (corresponding author).

3. Professor, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., 4800 Cao’an Rd., Shanghai 201804, China.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, 28 Marston Hall, Amherst, MA 01003. ORCID: .

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.1943-5606.0002307

Reference58 articles.

1. Improving the performance of railway tracks through ballast interventions

2. A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loading

3. Three-dimensional numerical modelling of ballasted railway track foundations for high-speed trains with special reference to critical speed

4. Behaviour of train–track interaction in stiffness transitions

5. Accumulative deformation in railway track induced by high-speed traffic loading of the trains

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