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An example of geotechnical and geophysical investigation works in soft soils


Strelec, Stjepan; Dodigović, Filip; Ivandić, Krešo; Grabar, Kristijan
An example of geotechnical and geophysical investigation works in soft soils // Conference Proceedings Volume 19 Science and Technologies in Geology, Exploration an Mining Issue: 1.2 Hydrogeology, Engineering Geology and Geotechnics, Oil amd Gas Exploration
Sofia, Bulgaria: International Multidisciplinary Scientific GeoConference SGEM Secretariat Bureau, 2019. str. 19-26 doi:10.5593/sgem2019/1.2 (poster, međunarodna recenzija, cjeloviti rad (in extenso), stručni)


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 Volume 19 Science and Technologies in Geology, Exploration an Mining Issue: 1.2 Hydrogeology, Engineering Geology and Geotechnics, Oil amd Gas Exploration / - Sofia, Bulgaria : International Multidisciplinary Scientific GeoConference SGEM Secretariat Bureau, 2019, 19-26

ISBN
978-619-7408-77-5

Skup
19th International Multidisciplinary Scientific GeoConference SGEM 2019

Mjesto i datum
Albena, Bugarska, 30.06.-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

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