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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 ...
Application of an Automated Technique for Topographic Watershed Deriving Using DEM Analysis
(Union of Engineers and Technicians of Serbia, Belgrade, 2013)
Basic topographic features play major role in deriving basin hydrological characteristics for water
resources modeling. Algorithm used in this paper for defining watershed contours relies on digital
elevation model (DEM) ...
Impact of geo-environmental factors on landslide susceptibility using an AHP method: A case study of Fruška Gora Mt., Serbia
(Univerzitet u Beogradu, Rudarsko-geološki fakultet, 2013)
The paper considers the outcome of multi-criteria analysis of landslide susceptibility on the NW
outskirts of Fruška Gora Mountain, Serbia. The area of the interest is known for landslide occurrences, and to focus on the ...
Conditions for stability of deformation in elasto-plastic materials / Kriterijum stabilnosti deformacije elastoplastičnih materijala
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2015)
It is possible to look at the critical point determination as a sign change in the second derivative of the yield function. Numerical method in determining critical stress in geomechanical material using an iterative ...
Validation and implementation of HASP constitutive model for overconsolidated clays / Validacija i implementacija HASP konstitutivnog modela za prekonsolidovane gline
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2018)
There are two important conditions for the wide application of constitutive models for soil in contemporary engineering practice: a) the model should predict sufficiently well the soil behaviour at different stress paths; ...
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 ...
Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures / Primena numeričke integracije napona kod elastoplastičnih modela za tlo u analizi geotehničkih konstrukcija MKE
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
In terms of analysis, the geotechnical structures are one of the most complex structures. Because of interaction, the deformations of the structure and soil displacement significantly influence the distribution of pressures ...
Optimization and estimation in the planning and management of the Drina system / Optimizacija i estimacija pri planiranju i upravljanju u sistemu Drine
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2004)
The water management system for the Drina river basin will be one of the most complex systems in Europe with regard to its areal coverage and performance. Successful planning of the system and management of the finished ...
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 ...
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 ...