高速铁路板式无砟轨道水泥乳化沥青砂浆粘弹性的研究进展

doi:10.11896/cldb.23060058

材料导报

2024, Vol. 38

Issue (20): 23060058-10 https://doi.org/10.11896/cldb.23060058

无机非金属及其复合材料

高速铁路板式无砟轨道水泥乳化沥青砂浆粘弹性的研究进展

徐浩^1,*, 周双喜¹, 张浩东², 曾晓辉³

1 广州航海学院智能交通与工程学院,广州 510725
2 华东交通大学土木建筑学院,南昌 330000
3 中南大学土木工程学院,长沙 410075

Research Progress of CA Mortar Viscoelasticity for Slab Ballastless Track of High-speed Railway

XU Hao^1,*, ZHOU Shuangxi¹, ZHANG Haodong², ZENG Xiaohui³

1 School of Intelligent Transportation and Engineering, Guangzhou Maritime University, Guangzhou 510725, China
2 School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330000, China
3 School of Civil Engineering, Central South University, Changsha 410075, China

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摘要水泥乳化沥青砂浆(CA砂浆)是高速铁路CRTSⅠ型和CRTSⅡ型板式无砟轨道的关键工程材料之一,起着调整、支承、传载、减振和吸振的功能。由于CA砂浆中含有乳化沥青,其力学性能具有明显的粘弹性特征。本文综述了CA砂浆在粘弹性试验、粘弹性本构模型和粘弹性数值仿真等方面的研究现状,指出了CA砂浆在粘弹性研究方面的不足。结合CA砂浆的服役环境,从不同配合比及不同影响因素下CA砂浆的粘弹性试验、粘弹性损伤试验及机理、CA砂浆的粘弹性损伤模型及其仿真等方面探讨CA砂浆今后粘弹性研究的主要方向,以期为高速铁路板式无砟轨道CA砂浆的设计优化、服役寿命预测及养护维修提供支撑。

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	徐浩
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关键词: 高速铁路板式无砟轨道水泥乳化沥青砂浆粘弹性

Abstract: Cement emulsified asphalt mortar (CA mortar) is one of the key engineering materials for CRTSⅠand CRTSⅡslab ballastless track on high-speed railway, which plays the functions of adjustment, support, load transfer, vibration reduction and absorption. Due to the presence of emulsified asphalt in CA mortar, its mechanical properties exhibit significant viscoelasticity characteristics. The current research status of CA mortar in viscoelasticity experiments, viscoelasticity constitutive models, and viscoelasticity numerical simulations are reviewed, and the shortcomings in research of CA mortar viscoelasticity are pointed out. Combined with the service environment of CA mortar, the main research directions of CA mortar in the future are discussed from the perspectives of viscoelasticity test under different mix proportions and different influencing factors, viscoelasticity damage test and mechanism, viscoelasticity damage model and its simulation of CA mortar, so as to provide support for the design optimization, service life prediction and maintenance of CA mortar for high-speed railway slab ballastless track.

Key words: high-speed railway slab ballastless track cement emulsified asphalt mortar viscoelasticity

出版日期: 2024-10-25 发布日期: 2024-11-05

ZTFLH:

U213.2

基金资助: 广东省基础与应用基础研究基金(2023A1515110398);中国科协青年人才托举工程(2019QNRC001);广东省重点建设学科科研能力提升项目(2022ZDJS095);国家自然科学基金(51208431)

通讯作者: * 徐浩,现任广州航海学院土木与工程管理学院的高级工程师。2010年西南交通大学土木工程专业本科毕业,2015年西南交通大学道路与铁道工程专业博士毕业。入选第五届中国科学技术协会青年人才托举工程,目前从事高速重载轨道结构及其动力学、轨道工程材料等方面的研究工作。发表论文40余篇,其中SCI/EI检索20篇,出版专著1部,授权发明专利10项。xhao0@163.com

引用本文:

徐浩, 周双喜, 张浩东, 曾晓辉. 高速铁路板式无砟轨道水泥乳化沥青砂浆粘弹性的研究进展[J]. 材料导报, 2024, 38(20): 23060058-10.
XU Hao, ZHOU Shuangxi, ZHANG Haodong, ZENG Xiaohui. Research Progress of CA Mortar Viscoelasticity for Slab Ballastless Track of High-speed Railway. Materials Reports, 2024, 38(20): 23060058-10.

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http://www.mater-rep.com/CN/10.11896/cldb.23060058 或 http://www.mater-rep.com/CN/Y2024/V38/I20/23060058

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