EXPERIMENTAL INVESTIGATION OF FRICTIONAL SLEEPER EFFECT ON THE LATERAL RESISTANCE OF RAILWAY TRACK

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ZAKERI J.A.; FAKHARI M.

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Journal Paper

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Journal: JOURNAL OF TRANSPORTATION RESEARCH Year:2014 | Volume:10 | Issue:4 Page(s): 401-409

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Title

EXPERIMENTAL INVESTIGATION OF FRICTIONAL SLEEPER EFFECT ON THE LATERAL RESISTANCE OF RAILWAY TRACK

Author(s)

ZAKERI J.A. | FAKHARI M. | Issue Writer Certificate

Keywords

RAILWAY TRACKQ2

BALLASTED TRACKQ2

LATERAL RESISTANCEQ2

SLEEPERQ2

RAIL JOINTSQ2

CONVENTIONAL RAILWAYSQ2

Abstract

Welding RAIL JOINTS in Curves with radius less than 400 meters is not applicable. Consequently, maintenance costs in many old-fashioned RAILWAY TRACKs increases rapidly. Moreover, destruction of track components, plastic deformation and critical cracks to the rail head, fractures in SLEEPERs, failure in fasteners, ballast bed damage and lateral movement of RAILWAY TRACK occur in RAIL JOINTS.

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APA: Copy

ZAKERI, J.A., & FAKHARI, M.. (2014). EXPERIMENTAL INVESTIGATION OF FRICTIONAL SLEEPER EFFECT ON THE LATERAL RESISTANCE OF RAILWAY TRACK. JOURNAL OF TRANSPORTATION RESEARCH, 10(4), 401-409. SID. https://sid.ir/paper/83965/en

Vancouver: Copy

ZAKERI J.A., FAKHARI M.. EXPERIMENTAL INVESTIGATION OF FRICTIONAL SLEEPER EFFECT ON THE LATERAL RESISTANCE OF RAILWAY TRACK. JOURNAL OF TRANSPORTATION RESEARCH[Internet]. 2014;10(4):401-409. Available from: https://sid.ir/paper/83965/en

IEEE: Copy

J.A. ZAKERI, and M. FAKHARI, “EXPERIMENTAL INVESTIGATION OF FRICTIONAL SLEEPER EFFECT ON THE LATERAL RESISTANCE OF RAILWAY TRACK,” JOURNAL OF TRANSPORTATION RESEARCH, vol. 10, no. 4, pp. 401–409, 2014, [Online]. Available: https://sid.ir/paper/83965/en

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