Scoping prediction of re-radiated ground-borne noise and vibration near high speed rail lines with variable soils

Author:

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

Funder

University of Edinburgh, the 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

Reference80 articles.

1. Numerical methods for analysis of structure and ground vibration from moving loads;Andersen;Comput Struct,2007

2. Building response due to ground vibration—simple prediction model based on experience with detailed models and measurements;Auersch;Int J Acoust Vibr,2010

3. Train induced ground vibrations: different amplitude-speed relations for two layered soils;Auersch;Proc Inst Mech Eng Part F J Rail Rapid Transit,2012

4. Baldi, G, Bellotti, R, Ghionna, V, Jamiolkowski, M, Presti, D. . Modulus of sands from CPT’s and DMT׳s. In: 12th International conference on soil mechanics and foundation engineering; 1989. pp. 165–170.

5. An empirical model for shear modulus and damping ratio of unsaturated soils;Biglari;Unsaturated Soils: Theory Pract,2011

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