高速铁路无砟轨道水泥基材料与结构的疲劳损伤及服役寿命综述

doi:10.11896/cldb.22100219

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Abstract Ballastless track, the direct bearing structure of high-speed running train, suffers from the periodic fatigue loads during the service life. The stability and durability of ballastless track structure is of significance for the safety of the high-speed running train. In this paper, the fatigue performance requirements, fatigue damage characteristics and influence factors of ballastlesss track cement-based materials including concrete track, sleeper, slab, cement emulsified asphalt mortar (CA mortar) and self-compacting concrete (SCC) were firstly summarized, respectively. Then, the fatigue damage and service life of CRTS Ⅰ, CRTS Ⅱ, CRTS Ⅲ slab ballastless track and double-block ballastless track under normal and typical defect conditions were elaborated. Studies show that the degree of fatigue damage of ballastlesss track cement-based materials was accelerated by the heat damage of steam-cured concrete, ageing of asphalt of CA mortar and environment factors, and the weak interlayer bon-ding results in the decrease of fatigue life of ballastless track structure. This paper will provide references for the operation and maintenance of existing ballastless track and the design of longer service life ballastless track structure in the future.

Key words： ballastless track cement-based materials track slab fatigue damage service life

Published: Online: 2023-09-06

CLC number:

TU528.0

Fund:National Natural Science Foundation of China (U1934206, 52178260) and 2021 Tencent Xplorer Prize.

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	Articles by authors
	YANG Zhiqiang
	LI Huajian
	WEN Jiaxin
	DONG Haoliang
	YI Zhonglai
	HUANG Fali
	WANG Zhen

Cite this article:

YANG Zhiqiang,LI Huajian,WEN Jiaxin, et al. Fatigue Damage and Service Life of Cement-based Materials and Structures in High-speed Railway Ballastless Track: a Review[J]. Materials Reports, 2023, 37(S1): 22100219-8.

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http://www.mater-rep.com/EN/10.11896/cldb.22100219 OR http://www.mater-rep.com/EN/Y2023/V37/IS1/22100219

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