Ground vibration from high-speed trains: Prediction and countermeasure

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 6, 2000, Pages 531-537

  Kaynia, Amir M ^a   Madshus, Christian ^a   Zackrisson, Peter ^b  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

^b Kjessler Mannerstrale A   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; EMBANKMENT; RAILWAY; SOIL DYNAMICS; VIBRATION;

SWEDEN;

EID: 0033824104     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:6(531)     Document Type: Article

References (19)

1. Adolfsson, K., Andréasson, B., Bengtsson, P. R., and Zackrisson, P. (1999). "High speed train X2000 on soft organic clay - measurements in Sweden." Proc., 12th Eur. Conf. Soil Mech. Geotech. Engrg., Vol. 3, A. A. Balkema, Rotterdam, 1713-1718.
2. Aubry, D., Clouteau, D., and Bonnet, G. (1994). "Modeling of wave propagation due to fixed or mobile dynamic sources." Proc., Workshop Wave '94, 79-93.
3. Chopra, A. K. (1995). Dynamics of structures. Prentice-Hall, Englewood Cliffs, N.J.
4. Cole, J., and Huth, J. (1958). "Stress produced in a half-space by moving loads." J. Appl. Mech., 25, 433-436.
5. Dieterman, H. A., and Metrikine, A. V. (1997). "Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load." Eur. J. Mech., France, 16(2), 295-306.
6. De Barros, F. C. P., and Luco, J. E. (1994). "Response of a layered viscoelastic half-space to a moving point load." Wave Motion, 19, 189-210.
7. Jones, C. J. C. (1994). "Use of numerical models to determine the effectiveness of anti-vibration systems for railways." Proc., Instn. Civ. Engrs. Transp., 105, 43-51.
8. Karlsrud, K. (1999). "General aspects of transportation infrastructure." Proc., 12th Eur. Conf. Soil Mech. Geotech. Engrg., Vol. 1, A. A. Balkema, Rotterdam, 17-30.
9. Kausel, E., and Roësset, J. M. (1981). "Stiffness matrices for layered soils." Bull. Seismological Soc. of Am., 71(6), 1743-1761.
10. Kaynia, A. M. (1999). "VibTrain: A computer code for numerical simulation of train-induced ground vibration." Res. Rep. 514063-2, Norwegian Geotechnical Institute.
11. Krylov, V. V. (1995). "Generations of ground vibrations from superfast trains." Appl. Acoustics, 44, 149-164.
12. Lieb, M., and Sudret, B. (1998). "A fast algorithm for soil dynamics calculations by wavelet decomposition." Archive of Appl. Mech., 68, 147-157.
13. Madshus, C., and Kaynia, A. M. (1999). "Dynamic ground interaction: A critical issue for high speed train lines on soft soil." Proc., 12th Eur. Conf. Soil Mech. Geotech. Engrg., Vol. 3, A. A. Balkema, Rotterdam, 1829-1836.
14. Nazarian, S., and Stokoe, K. H. (1984). "In situ shear wave velocities from spectral analysis of surface waves." Proc., 8th World Conf. on Earthquake Engrg., Vol. 3, 31-38.
15. Payton, R. G. (1964). "An application of the dynamic Betti-Rayleigh reciprocal theorem to moving point load in elastic media." Quarterly Appl. Math., 21, 299-313.
16. Swedish Geotechnical Institute. (1999). "High speed lines on soft ground: Evaluation and analyses of measurements from the West Coast Line." Rep. No. Dnr 2-9710-502.
17. Verruijt, A. (1999). "Dynamics of soils with hysteretic damping." Proc., 12th Eur. Conf. Soil Mech. Geotech. Engrg., Vol. 1, A. A. Balkema, Rotterdam, 3-14.
18. Woldringh, R. F., and New, B. M. (1999). "Embankment design for high speed trains on soft soils." Proc., 12th Eur. Conf. Soil Mech. Geotech. Engrg., Vol. 3, A. A. Balkema, Rotterdam, 1703-1712.
19. Wolfert, A. R. M., Dieterman, H. A., and Metrikine, A. V. (1997). "Passing through the 'elastic wave barrier' by a load moving along a waveguide." Sound and Vibration, 203(4), 597-606.