Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads-Reference-Cited by-同舟云学术

Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads

Published:2019-07 Issue:7 Volume:145 Page:04019029
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Han-Lin¹^ORCID,Chen Ren-Peng²^ORCID

Affiliation:

1. Research Fellow, Ministry of Education Key Laboratory of Building Safety and Energy Efficiency, College of Civil Engineering, Hunan Univ., Changsha 410082, China; presently, Postdoctoral Research Associate, Geoenvironmental Research Centre, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK. ORCID: .

2. Professor, Ministry of Education Key Laboratory of Building Safety and Energy Efficiency, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). 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.1943-5606.0002056

Reference32 articles.

1. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit

2. A full-scale physical model test apparatus for investigating the dynamic performance of the slab track system of a high-speed railway

3. Full-scale model testing on a ballastless high-speed railway under simulated train moving loads

4. Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment

5. Pile-supported embankment over soft soil for a high-speed line;Briançon L.;Geosynth. Int.,2017

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