Pretraživanje
Prikaz rezultata 11-20 od 153
Primena DEM-a za morfometrijsku analizu klizišta
(Rudarsko-geološko-građevinski fakultet Univerziteta u Tuzli, 2010)
U ovom radu je prikazana mogućnost kvantitativne i kvalitativne analize morfometrisjkih podataka o klizištu “Umka“ na osnovu digitalnog elevacionog modela (DEM). Kvantitativna analiza je podrazumevala računanje osnovnih ...
3D terrestrial laser scanning and GPS technology for slope stability investigations - case studies
(Macedonian Association for GeotechnicsFaculty of Civil Engineering, Skopje, 2010)
As the rapid adoption of new technologies for landslide and rock slope engineering continues - the natural evolution of equipement for landslide mapping and monitoring has started. The technological evolution of LIDAR ...
Building objects and huseholds inventorying for the purpose of risk estimation on the Umka landslide near Belgrade / Evidentiranje građevinskih objekata i stanovništva za potrebe procene rizika od klizišta Umka kod Beograda
(Srpsko geološko društvo, Beograd, 2018)
The Umka landslide is systematically investigated and one of the biggest inhabited landslides in Serbia. Landslide is active, with known sliding intensity (more or less) for last 50 years, while landslide is old couple of ...
Numerička analiza izgradnje plitkog tunela u beogradskim glinovito-laporovitim sredinama
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The rapid urban development, in recent decades, has led to increasing demands for construction and expansion of the underground transport network in large overpopulated cities. An important task in the design of tunnels ...
High cuts on the critical path of the construction of Corridor 10 through Grdelica Gorge: contractual arrangements and site investigations
(Slovensko geotehniško društvo, Ljubljana, 2016)
Flexible Pile Group Interaction Factors under Arbitrary Lateral Loading in Sand
(MDPI, 2020)
Marine and harbor structures, wind turbines, bridges, offshore platforms, industrial
chimneys, retaining structures etc. can be subjected to significant lateral loads from various sources. Appropriate assessment of the ...
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, ...
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 ...
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 ...
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 ...