Napredna pretraga

Pregled bibliografske jedinice broj: 1022044

The analysis of some cohesive soils engineering characteristics in Croatia


Štuhec, Damir; Ivandić, Krešo; Strelec, Stjepan; Dodigović, Filip
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.).
Reykjavik: The Icelandic Geotechnical Society, 2019. str. 323-327 doi:10.32075/17ECSMGE-2019-0876 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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 - Reykjavik : The Icelandic Geotechnical Society, 2019, 323-327

ISBN
978-9935-9436-1-3

Skup
XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland

Mjesto i datum
Reykjavik, Island, 01-06.09.2019

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

Citati