Frequency-Dependent Analytical Model for Ballasted Rail-Track Systems Subjected to Moving Load-Reference-Cited by-同舟云学术

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Frequency-Dependent Analytical Model for Ballasted Rail-Track Systems Subjected to Moving Load

Published:2019-04 Issue:4 Volume:19 Page:04019016
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumawat Aditi¹,Raychowdhury Prishati²,Chandra Sarvesh³

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India (corresponding author).

3. Formerly, Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001358

Reference57 articles.

1. Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface

2. Analytical solutions for Euler-Bernoulli beam on visco-elastic foundation subjected to moving load

3. A comparison of railway track foundation design methods

4. GEOTRACK model for railroad track performance;Chang C. S.;J. Geotech. Geoenviron. Eng.,1980

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