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Stress and Deflection Parametric Study of High-Speed Railway CRTS-II Ballastless Track Slab on Elevated Bridge Foundations

Author(s): (Professor, Director, Dept. of Civil Engineering, Catholic Univ. of America, Washington, DC 20064; and School of Transportation Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China (corresponding author).)
(Post-Doctoral Researcher, School of Transportation Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China.)
(Post-Doctoral Researcher, School of Transportation Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China.)
Medium: journal article
Language(s): English
Published in: Journal of Transportation Engineering, , n. 12, v. 139
Page(s): 1224-1234
DOI: 10.1061/(asce)te.1943-5436.0000577
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)te.1943-5436.0000577.
  • About this
    data sheet
  • Reference-ID
    10635614
  • Published on:
    29/11/2021
  • Last updated on:
    29/11/2021
 
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