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contributor authorC. Comina
contributor authorS. Foti
date accessioned2017-05-08T21:28:46Z
date available2017-05-08T21:28:46Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%291090-0241%282007%29133%3A10%281320%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53035
description abstractWave barriers (open or in-filled trenches) are often used in engineering practice to reduce ground vibrations caused by industrial activities or transportation systems. Typically, most of the energy is transmitted in the form of Rayleigh waves so that information related to their propagation can be very useful in the design process. This technical note presents a case study in which both active and passive surface wave tests have been used in the design of a vibration mitigation barrier. It is shown that several pieces of information can be inferred from these tests for specific applications: source characterization in terms of dominant frequencies and direction of propagation; dominant wavelength for the preliminary design; and soil characterization for the construction of a numerical model aimed at analyzing the performance of the wave barrier.
publisherAmerican Society of Civil Engineers
titleSurface Wave Tests for Vibration Mitigation Studies
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2007)133:10(1320)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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