INVESTIGATION OF MINI-BENCH BLASTING APPLICABILITY AND GROUND VIBRATION EFFECTS AT THE EXCAVATION FOR FOUNDATION IN SETTLEMENT

dc.authorid Bagdatli, Sadettin/0000-0002-8489-7745
dc.authorwosid Bagdatli, Sadettin/LDE-7300-2024
dc.contributor.author Celtikci, Alper
dc.contributor.author Bagdatli, Sadettin
dc.date.accessioned 2024-10-15T20:18:16Z
dc.date.available 2024-10-15T20:18:16Z
dc.date.issued 2014
dc.department Okan University en_US
dc.department-temp [Celtikci, Alper; Bagdatli, Sadettin] Okan Univ, Construct Program, Vocat Sch, Istanbul, Turkey en_US
dc.description Bagdatli, Sadettin/0000-0002-8489-7745 en_US
dc.description.abstract Today the need for housing, transportation, and infrastructure has become more pressing due to rapid urbanization and population increase. In subway, infrastructure, and housing constructions, blasting excavations are required because of the hardness of rocks on the ground surface and underground. The aim of this paper is to demonstrate the feasibility of the method of mini bench blasting during foundation excavations on hard rock units in settlement areas. In order not to damage buildings surround the foundation excavation area of Government Project. It is argued that mini bench blasting shots can be applied in foundation excavations in settlement areas without any risks. Within the scope of this study in order to predict peak particle velocity level for this site, ground vibration components were measured for mini bench blasting. In blasting operations; ANFO (blasting agent), gelatin dynamite (priming) and delay non-electric detonators (firing) were used as explosives. 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 for all blast events. Then, the data pairs of scaled distance and particle velocity were analyzed statistically. At the end of statistical evaluation of the data pairs, an empirical relation which gives average line at 50% confidence level and upper bound 95% prediction line with a reasonable correlation coefficient was established between peak particle velocity and scaled distance. en_US
dc.description.woscitationindex Conference Proceedings Citation Index - Science
dc.identifier.citationcount 0
dc.identifier.endpage 328 en_US
dc.identifier.isbn 9786197105094
dc.identifier.issn 1314-2704
dc.identifier.scopusquality Q4
dc.identifier.startpage 321 en_US
dc.identifier.uri https://hdl.handle.net/20.500.14517/6355
dc.identifier.wos WOS:000371590900043
dc.institutionauthor Bağdatlı, Sadettin
dc.language.iso en
dc.publisher Stef92 Technology Ltd en_US
dc.relation.ispartof 14th International Multidisciplinary Scientific Geoconference (SGEM) -- JUN 17-26, 2014 -- Albena, BULGARIA en_US
dc.relation.ispartofseries International Multidisciplinary Scientific GeoConference-SGEM
dc.relation.publicationcategory Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Mini-Bench en_US
dc.subject Blasting en_US
dc.subject Ground Vibration en_US
dc.subject Bench Design en_US
dc.subject Foundation Excavation en_US
dc.title INVESTIGATION OF MINI-BENCH BLASTING APPLICABILITY AND GROUND VIBRATION EFFECTS AT THE EXCAVATION FOR FOUNDATION IN SETTLEMENT en_US
dc.type Conference Object en_US
dc.wos.citedbyCount 0

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