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contributor authorMorteza
contributor authorEsmaeili
contributor authorJabbar Ali
contributor authorZakeri
contributor authorSeyed Ali
contributor authorMosayebi
date accessioned2017-05-08T21:46:02Z
date available2017-05-08T21:46:02Z
date copyrightJune 2014
date issued2014
identifier other%28asce%29gm%2E1943-5622%2E0000348.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61732
description abstractAn effective strategy in reducing train-induced vibrations on neighboring structures is to use open trenches on both sides of the railway lines. This paper investigates the effect of the trench’s shape on its performance. For this purpose, a V-shaped trench was first modeled using finite-element code, and its efficiency was confirmed in reducing the induced vibrations caused by passing the MD36 passenger bogie in comparison with a rectangular-shaped trench. In this regard, results indicate that the maximum values of the amplitude reduction ratio (
publisherAmerican Society of Civil Engineers
titleInvestigating the Optimized Open V-Shaped Trench Performance in Reduction of Train-Induced Ground Vibrations
typeJournal Paper
journal volume14
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000331
treeInternational Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 003
contenttypeFulltext


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