Assessment of railway vibrations using an efficient scoping model

Author:

Connolly D.P.,Kouroussis G.,Giannopoulos A.,Verlinden O.,Woodward P.K.,Forde M.C.

Funder

University of Mons and Heriot Watt University

Engineering and Physical Sciences Research Council

Natural Environment Research Council

Publisher

Elsevier BV

Subject

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

Reference26 articles.

1. Auersch, L. (2008). The influence of the soil on track dynamics and ground-borne vibration. In noise and vibration mitigation for rail transportation systems. In: Proceedings of the ninth international workshop on railway noise, T Maeda, P-E Gautier, CE Hanson, B Hemsworth, JT Nelson, B Schulte-Werning, D Thompson, and P de Vos, editors., vol. 99 (pp. 122–128). Munich, Germany.

2. Bahrekazemi, M. (2004). Train-induced ground vibration and its prediction. PhD thesis. Stockholm University.

3. Vibration isolation using open and filled trenches. Part 1: 2D homogeneous soil;Beskos;Comput Mech,1986

4. Brahma, P, Mukherjee, S. (2010). A realistic way to obtain equivalent Young’s modulus of layered soil. In: Indian geotechnical conference. Bombay, India. p. 305–308.

5. Optimising low acoustic impedance back-fill material wave barrier dimensions to shield structures from ground borne high speed rail vibrations;Connolly;Constr Build Mater,2013

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