Importance of ground properties in the relationship of ground vibration-structural hazard and land application

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dc.authoridARPAZ, ERCAN/0000-0002-6309-5356
dc.contributor.authorCaylak, C.
dc.contributor.authorKocaslan, A.
dc.contributor.authorGorgulu, K.
dc.contributor.authorBuyuksarac, A.
dc.contributor.authorArpaz, E.
dc.date.accessioned2025-01-27T20:43:48Z
dc.date.available2025-01-27T20:43:48Z
dc.date.issued2014
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractVibration parameters like frequency, acceleration and particle velocity play an active role in the relationship of ground vibration-structural hazard. These parameters change depending on blasting energy and the properties of rock environment. Therefore, in the first step, rock mass properties and possible directional variation were investigated by using different geophysical methods (electrical resistivity, seismic refraction and multi-channel analysis of surface wave) and current sounding information. Each method offers different sensitivities and resolutions depending on the physical characteristics of different materials. Evaluating these as a whole increased the solubility of the research. According to seismic S- and P-wave velocities, electrical resistivity and sounding information, the study area consists of consecutive sequences of alluvium, clay limestone, tuff and limestone units. And these units show variations from place to place in the study area. In the second stage, evaluations were made according to the structural hazard standards used widely in the literature and components of velocity, acceleration and frequency obtained from blasting vibration seismograph and accelerometers. As a result, it is seen that ground vibrations show different spreading properties in different directions and different hazard risks depending on the geological structure of the region. (C) 2014 Elsevier B.V. All rights reserved.
dc.description.sponsorshipTUBITAK (The Scientific and Technological Research Council of Turkey) [110M294]
dc.description.sponsorshipThe authors thank two anonymous reviewers for their constructive critiques and suggestions. This study was supported by TUBITAK (The Scientific and Technological Research Council of Turkey) with the project numbered 110M294. Authors separately thank employees of ETIMINE.
dc.identifier.doi10.1016/j.jappgeo.2014.02.003
dc.identifier.endpage16
dc.identifier.issn0926-9851
dc.identifier.issn1879-1859
dc.identifier.scopus2-s2.0-84896885399
dc.identifier.scopusqualityQ2
dc.identifier.startpage6
dc.identifier.urihttps://doi.org/10.1016/j.jappgeo.2014.02.003
dc.identifier.urihttps://hdl.handle.net/20.500.12428/24378
dc.identifier.volume104
dc.identifier.wosWOS:000335618600002
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Science Bv
dc.relation.ispartofJournal of Applied Geophysics
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectBlast-induced ground vibration
dc.subjectAcceleration
dc.subjectGeophysical methods
dc.subjectRock mass properties
dc.subjectHazard standards
dc.titleImportance of ground properties in the relationship of ground vibration-structural hazard and land application
dc.typeArticle

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