Analytical Model to Predict Dynamic Responses of Railway Subgrade due to High-Speed Trains Considering Wheel–Track Interaction-Reference-Cited by-同舟云学术

Analytical Model to Predict Dynamic Responses of Railway Subgrade due to High-Speed Trains Considering Wheel–Track Interaction

Published:2016-04 Issue:2 Volume:16 Page:04015061
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yao Hailin¹,Hu Zhi²,Lu Zheng³,Wang Hua⁴

Affiliation:

1. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China.

2. Ph.D. Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China.

3. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China (corresponding author).

4. Graduate Student, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000545

Reference59 articles.

1. Track–ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model

2. Response analysis of high-speed rail system accounting for abrupt change of foundation stiffness

3. On the Green’s functions for a layered half-space: Part II;Apsel R. J.;Bull. Seismol. Soc. Am.,1983

4. Dynamic effects of moving loads on road pavements: A review

5. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range

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