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Experimental study to evaluate the impact of bubble defects on the interfacial bonding properties of the self-compacting concrete filling layer

Wei Jiang Youjun Xie Yi-Qing Ni Su-Mei Wang Qiang Fu He Liu Ning Li Wenxu Li Guangcheng Long

铁道工程科学（英文）2026，Vol.34Issue(1)：85-96,12.
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铁道工程科学（英文）2026，Vol.34Issue(1)：85-96,12.DOI:10.1007/s40534-024-00372-2

Experimental study to evaluate the impact of bubble defects on the interfacial bonding properties of the self-compacting concrete filling layer

Experimental study to evaluate the impact of bubble defects on the interfacial bonding properties of the self-compacting concrete filling layer

Wei Jiang 1Youjun Xie 2Yi-Qing Ni 3Su-Mei Wang 3Qiang Fu 4He Liu 5Ning Li 6Wenxu Li 7Guangcheng Long2

作者信息

  • 1. School of Infrastructure Engineering,Nanchang University,Nanchang 330031,China
  • 2. School of Civil Engineering,Central South University,Changsha 410075,China
  • 3. Department of Civil and Environmental Engineering,The Hong Kong Polytechnic University,Hung Hom,Kowloon,Hong Kong SAR
  • 4. College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China
  • 5. School of Transportation and Geomatics Engineering,Shenyang Jian Zhu University,Shenyang 110168,China
  • 6. School of Civil Engineering,Qingdao University of Technology,Qingdao 266033,China
  • 7. School of Civil Engineering,Jiangsu University of Science and Technology,Jiangsu 212100,China
  • 折叠

摘要

关键词

CRTS Ⅲ slab ballastless track structure/Self-compacting concrete/Bubble defect/Interfacial bonding property/Splitting tensile strength

Key words

CRTS Ⅲ slab ballastless track structure/Self-compacting concrete/Bubble defect/Interfacial bonding property/Splitting tensile strength

引用本文复制引用

Wei Jiang,Youjun Xie,Yi-Qing Ni,Su-Mei Wang,Qiang Fu,He Liu,Ning Li,Wenxu Li,Guangcheng Long..Experimental study to evaluate the impact of bubble defects on the interfacial bonding properties of the self-compacting concrete filling layer[J].铁道工程科学（英文）,2026,34(1):85-96,12.

基金项目

The work described in this paper was supported by a grant from China railway corporation science and technology research and development plan project(Grant No.2017G005-B).The authors would like to appreciate the funding support by Wuyi Univer-sity's Hong Kong and Macao Joint Research and Development Fund(Grants No.2021WGALH15).The authors would also like to appreci-ate the funding support by the Innovation and Technology Commission of Hong Kong SAR Government to the Hong Kong Branch of National Rail Transit Electrification and Automation Engineering Technology Research Center(Grant No.K-BBY1). （Grant No.2017G005-B）

铁道工程科学（英文）

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