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Heave performance of a ballastless track subgrade of double line high-speed railway filled with micro-expansive andesite under water immersion

  • Published:2020-08 Issue: Volume:252 Page:119087
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Duan JunyiORCID,Yang Guolin,Hu Min,Wang Gang,Lin Yuliang

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Central South University

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Experimental study on evolution of mechanical properties of CRTS III ballastless slab track under fatigue load;Zeng;Constr. Build. Mater.,2019

2. Analysis of asphalt concrete track based on service line test results;Lee;Constr. Build. Mater.,2019

3. National Railway Administration of China TB 10621–2014 Code for Design of High Speed Railway 2014 China Railway Publishing House Beijing, China

4. Geometry mapping and additional stresses of ballastless track structure caused by subgrade differential settlement under self-weight loads in high-speed railways;Jiang;Transp. Geotech.,2019

5. Field performance of a peat railway subgrade reinforced with helical screw piles;Wheeler;Can. Geotech. J.,2018
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