When constructing a high-speed railway route in urban areas, the reduction of ground vibration and noise generated by the passage of a high-speed train is of vital importance for environmental considerations. This paper describes the results of a laboratory study on ground vibration caused by high-speed trains, using a series of centrifuge model tests to investigate the effect of a vibration reduction method which uses a crumb rubber-modified asphalt (CRMA) layer at the vibration source and an EPS barrier at the transmission path. It was found through centrifuge tests that CRMA, which is a material with high shear stiffness and damping ratio, can reduce the vibration away from the source especially when working together with EPS barrier. Therefore, CRMA has great potential as a foundation material for high-speed railway trackbed.
Article navigation
June 2003
Research Article|
June 01 2003
Centrifugal simulation of vibration reduction generated by high-speed trains using rubber-modified asphalt foundation and EPS barrier
Kazuya Itoh;
Kazuya Itoh
Former Ph.D. Student
Dept. of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan
Search for other works by this author on:
Xiangwu Zeng;
Xiangwu Zeng
Associate Professor
Dept. of Civil Engineering, Case Western Reserve University, Cleveland, OH 44106, U.S.A.
Search for other works by this author on:
Osamu Murata;
Osamu Murata
General Manager
Railway Technical Research Institute, Tokyo, Japan
Search for other works by this author on:
Osamu Kusakabe
Osamu Kusakabe
Professor
Dept. of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 05 2002
Online ISSN: 2042-6550
Print ISSN: 1346-213X
© Thomas Telford and ICE
2003
International Journal of Physical Modelling in Geotechnics (2003) 3 (2): 01–10.
Article history
Received:
December 05 2002
Citation
Itoh K, Zeng X, Murata O, Kusakabe O (2003), "Centrifugal simulation of vibration reduction generated by high-speed trains using rubber-modified asphalt foundation and EPS barrier". International Journal of Physical Modelling in Geotechnics, Vol. 3 No. 2 pp. 01–10, doi: https://doi.org/10.1680/ijpmg.2003.030201
Download citation file:
Suggested Reading
Centrifugal simulation of wave propagation using a multiple ball dropping system
International Journal of Physical Modelling in Geotechnics (June,2002)
Evaluation of triple geofoam barrier efficiency for mitigation of ground vibrations using centrifuge modelling
Geosynthetics International (April,2026)
Centrifugal modelling of subway-induced vibration
International Journal of Physical Modelling in Geotechnics (December,2005)
Effect of thixotropy and segregation on centrifuge modelling
International Journal of Physical Modelling in Geotechnics (December,2012)
Instability of loose dry granular slopes observed in centrifuge tilting table tests
Geotechnique Letters (July,2019)
Related Chapters
Noise and Vibration
Sustainable Railway Engineering and Operations
Physical modelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Drainage and reinforcement of soft clay tank foundation by sand columns
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
