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dc.contributor.authorKahriman, A
dc.date.accessioned2021-03-03T17:15:26Z
dc.date.available2021-03-03T17:15:26Z
dc.date.issued2004
dc.identifier.citationKahriman A., "Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry", SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, cilt.24, sa.11, ss.887-892, 2004
dc.identifier.issn0267-7261
dc.identifier.otherav_48ca60e4-1afd-4c50-9dda-1d21778b5f08
dc.identifier.othervv_1032021
dc.identifier.urihttp://hdl.handle.net/20.500.12627/52407
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2004.06.018
dc.description.abstractThe aim of this study is to predict peak particle velocity level at a limestone quarry located in Istanbul, Turkey. The ground vibration components were measured for 73 blast events during the bench blast optimization studies during a long period. In blasting operations; ANFO (blasting agent), gelatine dynamite (priming) and NONEL detonators (firing) were used as explosives at this site. Parameters of scaled distance (charge quantity per delay and the distance between the source and the station) were recorded carefully and the ground vibration components were measured by means of vibration monitors for every event. Then, the data pairs of scaled distance and particle velocity were analyzed. The equation of scaled distance extensively used in the literature was taken into consideration for the prediction of peak particle velocity. At the end of statistical evaluations, an empirical relationship with good correlation was established between peak particle velocity and scale distance for this site. The established relationship and the results of the study are presented. (C) 2004 Elsevier Ltd. All rights reserved.
dc.language.isoeng
dc.subjectMühendislik ve Teknoloji
dc.subjectYerbilimleri
dc.subjectJeoloji Mühendisliği
dc.subjectTemel Bilimler (SCI)
dc.subjectJEOLOJİ
dc.subjectYER BİLİMİ, MULTİDİSİPLİNER
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik
dc.subjectMÜHENDİSLİK, JEOLOJİK
dc.titleAnalysis of parameters of ground vibration produced from bench blasting at a limestone quarry
dc.typeMakale
dc.relation.journalSOIL DYNAMICS AND EARTHQUAKE ENGINEERING
dc.contributor.department, ,
dc.identifier.volume24
dc.identifier.issue11
dc.identifier.startpage887
dc.identifier.endpage892
dc.contributor.firstauthorID173267


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