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Modeling of laterally loaded piles using embedded beam elements / Model lateralno opterećenih šipova pomoću „umetnutih“ grednih elemenata
(Građevinski fakultet, Subotica, 2016)
Realistic modeling of pile groups requires the use of complex nonlinear 3D simulations, usually with full discretization of pile continuum. In order to reduce the complexity of these models, as well as the computation time, ...
Preliminary regional landslide susceptibility assessment using limited data
(Croatian Geological Survey, 2019)
In this paper a heuristic approach for preliminary regional landslide susceptibility assessment using limited amount of data is presented. It is called arbitrary polynomial method and takes into account 5 landslide ...
Katastar klizišta Beograda
(Društvo geoloških inženjera i tehničara Srbije - DGEITS, 2012)
Za prostor Generalnog plana Beograda urađen je Katastar klizišta (2008-2010.) sa bazom podataka i informacionim sistemom (IS). Registrovano je 1155 klizišta i za svako su u bazu uneti podaci o: lokaciji, geol. uslovima, ...
Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin / Statistička obrada rezultata međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka iz zapadnog dela kostolačkog basena
(Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica, 2012)
This paper presents the results of interlaboratory testing the grain-size distribution of sand and gravel on representative samples from the site of the western part of the Kostolac Basin. The results were statistically ...
Terenske metode određivanja nosivosti vertikalno opterećenog šipa u peskovitom tlu
(AGM knjigaRudarsko-geološki fakultet, Departman za Geotehniku, 2010)
U radu su prikazane najčešće metode proračuna nosivosti vertikalno opterećenog šipa, zasnovane na rezultatima terenskih istraživanja (probnom opterećenju šipa i opitima statičke penetracije - CPT). Za analizu su iskorišćeni ...
Kvantifikacija inženjerskogeoloških činilaca za izbor najpovoljnije trase saobraćajnice primenom GIS tehnologije
(Serbian Geological Society, 2010)
U ovom radu inženjersko geološki faktori koji utiču na uslove gradnje puteva, analizirani su korišćenjem GIS tehnologije, zasnovane na metodologiji više-kriterijumske analize koja je razvijena od strane stručnjaka iz ...
Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"
(Springer Verlag, 2018)
The subject of this paper is a comparative analysis of the alternative solutions for the construction of the supply tunnel section of HPP "Dabar" from km 4 + 272.54 to km 12 + 125.0 with the application of TBM technology, ...
Simplified method for generating slope seismic deformation hazard curve
(Elsevier Ltd, 2015)
A simplified method for generating slope deformation hazard curve that takes into account the variations of input parameters is presented in this paper. The main assumption in the new approach is that the occurrence of ...
Analysis of ground settlement caused by tunnel construction
(Croatian Association of Civil Engineers, 2012)
Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the ...
Development of new models for the estimation of deformation moduli in rock masses based on in situ measurements
(Springer Verlag, 2018)
Knowledge of the deformation properties of the rock mass is essential for the stress-strain analysis of structures such as dams, tunnels, slopes, and other underground structures and the most important parameter of the ...