Damage Mechanism of Broad-narrow Joint of CRTSII Slab Track under Temperature Rise-Reference-Cited by-同舟云学术

Damage Mechanism of Broad-narrow Joint of CRTSII Slab Track under Temperature Rise

Published:2019-02-11 Issue:5 Volume:23 Page:2126-2135
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Liu Xiaokai,Zhang Wenhao,Xiao Jieling,Liu Xueyi,Li Wei

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s12205-019-0272-2.pdf

Reference21 articles.

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2. Belshe, M., Mamlouk, M. S., Kaloush, K. E., and Rodezno, M. (2015). “Temperature gradient and curling stresses in concrete pavement with and without open-graded friction course.” Journal of Transportation Engineering, Vol. 137, No. 10, pp. 723–729, DOI: https://doi.org/10.1061/(ASCE)TE.1943-5436.0000254 .

3. Bezin, Y., Farrington, D., Penny, C., and Temple, B. (2010). “The dynamic response of slab track constructions and their benefit with respect to conventional ballasted track.” Vehicle System Dynamics, Vol. 48, No. sup1, pp. 175–193, DOI: https://doi.org/10.1080/00423111003693201 .

4. Bravo, M., Brito, J. D., Pontes, J., and Evangelista, L. (2015). “Mechanical performance of concrete made with aggregates from construction and demolition waste recycling plants.” Journal of Cleaner Production, Fig. 15. Damage Contours under the Loading of Temperature Gradient: (a) Compression (Temperature Rise + PTG), (b) Compression (Temperature Rise), (c) Tension (Temperature Rise + NTG), (d) Compression (Temperature Rise + PTG), (e) Tension (Temperature Rise), (f) Tension (Temperature Rise + NTG) Vol. 99, No. Supplement C, pp. 59–74, DOI: https://doi.org/10.1016/j.jclepro.2015.03.012 .

5. China National Standards (2010). Code for design of concrete structures, GB 50010-2010, Ministry of Hosing and Urban-Rural Development, Beijing, China.

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