Effect of steel ratio on behavior of Continuously Reinforced Concrete Railway Track under environmental loads
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-014-1559-y.pdf
Reference17 articles.
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3. Hussein, M. F. M. and Hunt, H. E. M. (2006). “Modelling of floatingslab tracks with continuous slabs under oscillating moving loads.” Journal of Sound and Vibration, Vol. 297, Nos. 1–2, pp. 37–54.
4. Kim, J. I., Cho, Y. K., Kim, J. I., and Kim, S. M. (2012). “Behavior of continuously reinforced concrete track subjected to temperature changes.” Journal of Korean Society of Hazard Mitigation, Vol. 12, No. 4, pp. 39–44.
5. Kim, S. M. and Nam, J. H. (2010). “Measurements and experimental analysis of temperature variations in Portland cement concrete pavement systems.” Road Materials and Pavement Design, Vol. 11, No. 3, pp. 745–771.
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