Ground Vibration from High-Speed Trains: Prediction and Countermeasure

Author:

Kaynia Amir M.1223,Madshus Christian1223,Zackrisson Peter1223

Affiliation:

1. Member, ASCE

2. Technical Expert, Norwegian Geotech. Inst., P.O. Box 3930 Ullevaal Hageby, N-0806 Oslo, Norway.

3. Sr. Engr., Kjessler & Mannerstråale Anläggningsteknik, P.O. Box 17, S-781 21 Borlänge, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference19 articles.

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. Cole J. and Huth J. (1958). “Stress produced in a half-space by moving loads.” J. Appl. Mech. 25 433–436.

4. 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.

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