Study on ground waves and track vibration boom induced by high speed trains

Tiedao Xuebao/Journal of the China Railway Society

Volumn 28, Issue 3, 2006, Pages 78-82

  Lei, Xiao Yan ^a  

^a EAST CHINA JIAOTONG UNIVERSITY   (China)

Author keywords

High speed train; Track critical velocity; Track vibration; Track vibration boom

Indexed keywords

DEFORMATION; DIFFERENTIAL EQUATIONS; ELASTIC MODULI; LOADS (FORCES); MATHEMATICAL MODELS; RAILROAD TRACKS; RIGIDITY; SPEED; VIBRATIONS (MECHANICAL); WHEELS;

GROUND VIBRATION; HIGH SPEED TRAIN; TRACK CRITICAL VELOCITY; TRACK VIBRATION BOOM;

RAILROAD TRANSPORTATION;

EID: 33747814781     PISSN: 10018360     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. Amir M K, Christian M, Peter Z. Ground vibration from high speed trains: Prediction and countermeasure[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 6: 531-537.
2. Krylov V V. On the theory of railway-induced ground vibrations[J]. Journal of Physique IV. 1994, 4(C5): 769-772.
3. Krylov V V. Generation of ground vibrations by super fast trains[J]. Appl. Acoust., 1995, 44: 149-164.
4. Krylov V V, Dawson A R. Rail movement and ground waves caused by high speed trains approaching track-soil critical velocities[J]. Proc Instn Mech Engrs, 2000, 214(F): 107-116.
5. Belzer A I. Acoustics of solids[M]. Berlin: Springer-Verlag, 1988.
6. Vesic A S. Beams on elastic subgrade and the Winkler hypothesis[C]. Proceedings 5th Int. Conf soil Mech. Found. Engng, Paris, 1963, Vol.1: 845-850.
7. Heelis M E, Collop A C, Dawson A R, Chapman D N, Barends et al. Transient effects of high speed trains crossing soft soil[A]. Geotechnical Engineering for Transportation Infrastructure[C]. Rotterdam: Balkema, 1999. 1809-1814.