On the deformation of CRTS-Ⅲ ballastless track during the casting process of self-compacting concrete: Numerical simulations and random forest-based prediction models

Author:

Su Miao,Chong Qing,Xie Huan,Xie Yuxi,Zeng Zhi-ping

Funder

Natural Science Foundation of Changzhou Municipality

Changsha University of Science and Technology

Ministry of Education

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference47 articles.

1. Slab track: review of existing systems and optimization potentials including very high speed;Gautier;Constr Build Mater,2015

2. The need and benefit of slab track: case of Lithuania;Gailiene;Gradev,2017

3. Advantages of a new ballastless trackform;Robertson;Constr Build Mater,2015

4. A comprehensively overall track-bridge interaction study on multi-span simply supported beam bridges with longitudinal continuous ballastless slab track;Su;Struct Eng Mech,2021

5. Fatigue Performance of CRTS III slab ballastless track structure under high-speed train load based on concrete fatigue damage constitutive law;Yu;J Adv Concr Technol,2018

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