Pregled bibliografske jedinice broj: 1012316
An example of geotechnical and geophysical investigation works in soft soils
An example of geotechnical and geophysical investigation works in soft soils // Conference Proceedings : Science and Technologies in Geology, Exploration an Mining (Volume 19, Issue 1.2)
Sofija: International Multidisciplinary Scientific GeoConferences (SGEM), 2019. str. 19-26 doi:10.5593/sgem2019/1.2 (poster, međunarodna recenzija, cjeloviti rad (in extenso), stručni)
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Naslov
An example of geotechnical and geophysical
investigation works in soft soils
Autori
Strelec, Stjepan ; Dodigović, Filip ; Ivandić, Krešo ; Grabar, Kristijan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni
Izvornik
Conference Proceedings : Science and Technologies in Geology, Exploration an Mining (Volume 19, Issue 1.2)
/ - Sofija : International Multidisciplinary Scientific GeoConferences (SGEM), 2019, 19-26
ISBN
978-619-7408-77-5
Skup
19th International Multidisciplinary Scientific GeoConference (SGEM 2019)
Mjesto i datum
Albena, Bugarska, 30.06.2019. - 06.07.2019
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
soft soils ; CPTu ; VST ; ERT ; MASW
Sažetak
An important prerequisite for geotechnical foundation analysis is to have a sufficient amount of quality data on soil parameters. In difficult geotechnical soil condition, e.q. thick deposits of soft fine-grained unconsolidated soils, particular importance should be given to the selection and performance of field and laboratory investigations. This paper shows an example of geophysical and geotechnical investigation works, which were performed in Croatia (the city of Opuzen) for the purpose of foundation design. The main goal of the investigation works was to obtain the foundation soil profile along with the distribution of relevant geotechnical parameters values with depth. Due to specific terrain configuration, the planned building will be built on the embankment. According to the investigation work results, foundation soil consists of approximately 23 m thick soft unconsolidated sediments, on top of a dense sand layer. Considering complex geotechnical conditions and the loads, following investigation methods were selected: soil drilling, the piezocone penetration test (CPTu), vane shear test (VST), electrical tomography (ERT) and multichannel analysis of surface waves (MASW).
Izvorni jezik
Engleski
Znanstvena područja
Geologija, Geofizika, Građevinarstvo, Rudarstvo, nafta i geološko inženjerstvo
POVEZANOST RADA
Ustanove:
Geotehnički fakultet, Varaždin
Profili:
Kristijan Grabar
(autor)
Krešo Ivandić
(autor)
Stjepan Strelec
(autor)
Filip Dodigović
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus