Wave propagation in the elastic half-space due to an interior load and its application to ground vibration problems and buildings on pile foundations

Author:

Auersch L.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

1. The excitation of ground vibration by rail traffic: theory of vehicle–track–soil interaction and measurements on high-speed lines;Auersch;Journal of Sound and Vibration,2005

2. Dynamic stiffness of foundations on inhomogeneous soils for a realistic prediction of the vertical building resonance;Auersch;Journal of Geotechnical & Geoenvironmental Engineering,2008

3. Auersch L, Rücker W. A user-friendly prediction tool for railway induced ground vibrations: Emission–Transmission–Immission. In: Proceedings of IWRN9, ninth international workshop on railway noise, München, 2007, CD-ROM, p. 1–9.

4. Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation;Masoumi;Soil Dynamics and Earthquake Engineering,2007

5. A comparison of two numerical models for the prediction of vibrations from underground railway traffic;Gupta;Soil Dynamics and Earthquake Engineering,2007

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