Bedrock Investigation Based on Shear Wave Velocity (Vs) on the Sites of High-Rise Buildings

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dc.contributor.authorBüyüksaraç, Aydın
dc.contributor.authorAteş, Barış
dc.contributor.authorBektaş, Özcan
dc.contributor.authorPamuk, Eren
dc.contributor.authorIşık, Ercan
dc.date.accessioned2025-05-04T16:42:07Z
dc.date.available2025-05-04T16:42:07Z
dc.date.issued2025
dc.departmentSivas Cumhuriyet Üniversitesi
dc.description33rd International Conference on Organization and Technology of Maintenance, OTO 2024 -- 12 December 2024 through 12 December 2024 -- Osijek -- 325069
dc.description.abstractThe foundations of high-rise buildings are naturally designed with more importance than other structures. Therefore, it is necessary to know the soil conditions very well during design. High-level information production is needed, especially for designs to be made on unstable soils with high earthquake risk. In this study, which was carried out on a very weak soil, the first 30 m from the surface were used with the Multi-Channel Analysis of Surface Waves (MASW) method, while precise Vs values were obtained with the Refraction Microtremor (ReMi) method in the depth range of 30–100 m. The depth value of engineering bedrock (260 m), where Vs reached a velocity value of 760 m/s, was obtained with the Spatial Autocorrelation (SPAC) method. By combining these three data sets, Vs velocity change was modelled up to a depth of 550 m. The PS logging measurement was made in the 200 m deep well, which could be opened with difficulty, and compared with the 1-dimensional Vs velocity model, and the changes were plotted on the same graph to see their compatibility with each other. Additionally, the ground dominant vibration period was calculated using the single station microtremor method and was found as 1.4 s. © The Author(s), under exclusive license to Springer Nature Switzerland AG 2025.
dc.identifier.doi10.1007/978-3-031-80597-4_31
dc.identifier.endpage406
dc.identifier.isbn978-303180596-7
dc.identifier.issn2367-3370
dc.identifier.scopus2-s2.0-85215680269
dc.identifier.scopusqualityQ4
dc.identifier.startpage390
dc.identifier.urihttps://doi.org/10.1007/978-3-031-80597-4_31
dc.identifier.urihttps://hdl.handle.net/20.500.12418/35095
dc.identifier.volume1242 LNNS
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartofLecture Notes in Networks and Systems
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20250504
dc.subjectHigh-Rise building
dc.subjectSeismic
dc.subjectSoil
dc.subjectVs velocity
dc.titleBedrock Investigation Based on Shear Wave Velocity (Vs) on the Sites of High-Rise Buildings
dc.typeConference Object

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