| Document Date: 2011-05-02 01:35:50
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City Vienna / Nottingham / London / Essex / Cambridge / Oxford / / Company Clarendon Press / / Country Australia / United Kingdom / Austria / / / Event Natural Disaster / / Facility University Park / Tunnel Elastic / University of Cambridge / semiinfinite bar / University of Nottingham / / IndustryTerm railway infrastructure / rail systems / v3 using fullspace solution / reflected energy / computational tool / energy / / Organization International Congress / British Standards Institution / University of Cambridge / Engineering Department / University of Nottingham / / Person Hussein / M. Hunt / Forrest / / Position tunnel-soil model / representative / / PublishedMedium Journal of Sound and Vibration / / Technology simulation / / URL www.pipmodel.com / /
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USE OF PiP TO INVESTIGATE THE EFFECT OF A FREE SURFACE ON GROUND VIBRATION DUE TO UNDERGROUND RAILWAYS Simon Jones1 , Mohammed Hussein2 and Hugh Hunt1 1 University