Two Approaches of Finite-Element Modeling of Ballasted Railway Track-Reference-Cited by-同舟云学术

Two Approaches of Finite-Element Modeling of Ballasted Railway Track

Published:2009-03 Issue:3 Volume:135 Page:455-458
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kuo Chen-Ming¹²,Huang Cheng-Hao¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Taiwan, 1 University Rd., Tainan 70101, Taiwan (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, National Cheng Kung Univ., Taiwan, 1 University Rd., Tainan 70101, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282009%29135%3A3%28455%29

Reference18 articles.

1. Motion of bodies under vibration in granular media

2. Model Testing of Two-Layer Railway Track Ballast

3. A Finite Element Model of Railway Track and its Application to the Wheel Flat Problem

4. The Dynamic Effects of Conventional Freight Car Running over a Dipped-joint

5. Hall K. T. Darter M. I. and Kuo C. M. (1995). “Improved methods for selection of k value for concrete pavement design.” Transportation Research Record . 1505 Transportation Research Board Washington D.C. 128–136.

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