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Pregled bibliografske jedinice broj: 657390

Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks


Ivšić, Tomislav; Ortolan, Želimir; Kavur, Boris
Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks // Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Challenges and Innovations in Geotechnics / Delage, P., Desrues, J., Frank, R., Puech, A., Schlosser, F. (ur.).
Paris: Presses des ponts, France, 2013. str. 551-554 (ostalo, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


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Naslov
Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks

Autori
Ivšić, Tomislav ; Ortolan, Želimir ; Kavur, Boris

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Challenges and Innovations in Geotechnics / Delage, P., Desrues, J., Frank, R., Puech, A., Schlosser, F. - Paris : Presses des ponts, France, 2013, 551-554

Skup
18th International Conference on Soil Mechanics and Geotechnical Engineering, Challenges and Innovations in Geotechnics

Mjesto i datum
Pariz, Francuska, 02-06.09.2013

Vrsta sudjelovanja
Ostalo

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
RNK-method; plasticity index; shear strength; slope stability; spatial geotechnical model

Sažetak
The RNK-method or the Reference Level of Correlation method represents a procedure for spatial engineering-geological and/or geotechnical modeling, that was tested on many landslides in Croatia. The method gives the opportunity of differentiation of minimum shear strength zones, zones of different hydraulic conductivities, and zones of various soil densities. The application and verification of the RNK-method in soft rock formations found on the landslide area in Gorica Svetojanska (Croatia) is presented. The presentations providing the full set of relevant information needed to develop representative geotechnical profiles are also shown. The established geotechnical sliding model is verified by measurements of lateral movements in the landslide area and by results of corresponding stability analyses

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
082-0822161-2187 - Ispitivanje i modeliranje poboljšanog tla i stijene (Kovačević, Meho-Saša, MZOS ) ( POIROT)

Ustanove:
Građevinski fakultet, Zagreb,
INSTITUT IGH, d.d.,
Građevinski i arhitektonski fakultet Osijek

Profili:

Avatar Url Želimir Ortolan (autor)

Avatar Url Tomislav Ivšić (autor)

Avatar Url Boris Kavur (autor)


Citiraj ovu publikaciju:

Ivšić, Tomislav; Ortolan, Želimir; Kavur, Boris
Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks // Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Challenges and Innovations in Geotechnics / Delage, P., Desrues, J., Frank, R., Puech, A., Schlosser, F. (ur.).
Paris: Presses des ponts, France, 2013. str. 551-554 (ostalo, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
Ivšić, T., Ortolan, Ž. & Kavur, B. (2013) Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks. U: Delage, P., Desrues, J., Frank, R., Puech, A., Schlosser, F. (ur.)Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Challenges and Innovations in Geotechnics.
@article{article, year = {2013}, pages = {551-554}, keywords = {RNK-method, plasticity index, shear strength, slope stability, spatial geotechnical model}, title = {Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks}, keyword = {RNK-method, plasticity index, shear strength, slope stability, spatial geotechnical model}, publisher = {Presses des ponts, France}, publisherplace = {Pariz, Francuska} }
@article{article, year = {2013}, pages = {551-554}, keywords = {RNK-method, plasticity index, shear strength, slope stability, spatial geotechnical model}, title = {Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks}, keyword = {RNK-method, plasticity index, shear strength, slope stability, spatial geotechnical model}, publisher = {Presses des ponts, France}, publisherplace = {Pariz, Francuska} }




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