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Information Journal Paper

Title

INFLUENCE OF BALLAST VOIDS ON DYNAMIC RESPONSES OF CONCRETE SLEEPERS

Pages

  433-442

Abstract

 The concrete sleeper that is one of the major part of ballast railway tracks are installed on ballast and subgrade to transfer any train wheel loads to the ground support subgrade in operation period that a wide range of loading conditions has been observed. In most of the cases, train wheel impact loads due to asymmetrical cause voids and pockets in contact interface of sleeper and ballast. When the ballast was damaged, the stiffness in ballast supporting of the sleeper will reduce.

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    APA: Copy

    MOAYEDFAR, R., MANSOUR KHAKI, A., SALEHI KALAM, A., & MOTAMEDI, H.. (2014). INFLUENCE OF BALLAST VOIDS ON DYNAMIC RESPONSES OF CONCRETE SLEEPERS. JOURNAL OF TRANSPORTATION RESEARCH, 10(4), 433-442. SID. https://sid.ir/paper/83963/en

    Vancouver: Copy

    MOAYEDFAR R., MANSOUR KHAKI A., SALEHI KALAM A., MOTAMEDI H.. INFLUENCE OF BALLAST VOIDS ON DYNAMIC RESPONSES OF CONCRETE SLEEPERS. JOURNAL OF TRANSPORTATION RESEARCH[Internet]. 2014;10(4):433-442. Available from: https://sid.ir/paper/83963/en

    IEEE: Copy

    R. MOAYEDFAR, A. MANSOUR KHAKI, A. SALEHI KALAM, and H. MOTAMEDI, “INFLUENCE OF BALLAST VOIDS ON DYNAMIC RESPONSES OF CONCRETE SLEEPERS,” JOURNAL OF TRANSPORTATION RESEARCH, vol. 10, no. 4, pp. 433–442, 2014, [Online]. Available: https://sid.ir/paper/83963/en

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