Pregled bibliografske jedinice broj: 1022044
The analysis of some cohesive soils engineering characteristics in Croatia
The analysis of some cohesive soils engineering characteristics in Croatia // XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Geotechnical Engineering, foundation of the future : Conference proceedings / Sigursteinsson, Haraldur (ur.).
Reykjavík: The Icelandic Geotechnical Society, 2019. str. 323-327 doi:10.32075/17ECSMGE-2019-0876 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1022044 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The analysis of some cohesive soils engineering
characteristics in Croatia
Autori
Štuhec, Damir ; Ivandić, Krešo ; Strelec, Stjepan ; Dodigović, Filip
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Geotechnical Engineering, foundation of the future : Conference proceedings
/ Sigursteinsson, Haraldur - Reykjavík : The Icelandic Geotechnical Society, 2019, 323-327
ISBN
978-9935-9436-1-3
Skup
ECSMGE 2019 – XVII European Conference on Soil Mechanics and Geotechnical Engineering
Mjesto i datum
Reykjavík, Island, 01.09.2019. - 06.09.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
cohesive soil ; correlation ; plasticity index ; drained shear strength
Sažetak
The necessary geotechnical properties of the soil are defined by implementation of the field and laboratory research works. In the case of insufficient relevant data for the individual soil layer, these can be estimated using the appropriate correlations. The results of the previous research indicate a significant dependence between the granulometric composition of the soil, the Atterberg limits of liquid and plasticity, and the shear strength and deformability in the fine grained soils. From more than 50 locations in the Republic of Croatia, undisturbed soil samples were taken, with 230 laboratory tests performed. A total amount of ca. 1100 relevant data were obtained The mentioned data were analyzed by the implementation of standard statistical methods, in order to represent the correlations between the measured values of individual geotechnical parameters. The paper presents the results of the mentioned analyses and compares the obtained results with correlation relations of various authors from the available literature.
Izvorni jezik
Engleski
Znanstvena područja
Geologija, Građevinarstvo
POVEZANOST RADA
Ustanove:
Geotehnički fakultet, Varaždin
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus