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Static and kinematic height limit of vertical slope
(Serbian Society of Mechanics, Belgrade, 2011)
In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ ...
Analysis of mat foundation on inclined multi-layer subgrade
(Univerzitet Crne Gore građevinski fakultet, 2012)
This paper work discusses different types of mat foundation procedures. The goal of
this work is to overcome shortcomings of traditional models like "rigid plate model"
and Winkler model that are commonly used in design ...
Determination of Mohr-Coulomb Parameters for Modelling of Concrete
(Crystals / MDPI, 2020)
Cohesion is defined as the shear strength of material when compressive stress is zero. This article presents a new method for the experimental determination of cohesion at pre-set angles of shear deformation. Specially ...
Dynamic stiffness elements for free vibration analysis of stiffened plates / Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)
The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived ...
The measurement of inclination on gravity concrete dams using the tiltmeter instrument / Merenje nagiba kod gravitacionih betonskih brana primenom instrumenta tiltmetar
(Savez inženjera i tehničara Srbije, Beograd, 2015)
The measurement of inclination on gravity concrete dams using the instrument tiltmeter is described and discussed with special reference on obtained results on the dam 'Đerdap 2' acquired in the three years period. Tiltmetar ...
Comparative seismic analysis of RC buildings under influence of soil-structure interaction
(Savez građevinskih inženjera Srbije, Beograd, 2014)
In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018
(The International Consortium on Landslides (ICL), Kyoto, 2018)
This paper presents a brief working progress report on realization of the IPL project 181 “Study of slow moving landslide Umka near Belgrade, Serbia”. In this paper we will present results of the project targets performed ...
Dinamičke karakteristike tla
(Vibracije od saobraćaja: nastanak, merenje, predviđanje i procena njihovog dejstva na objekte i ljude, 2017)
Constitutive model for overconsolidated soil / Konstitutivni model za prekonsolidovano tlo
(Savez građevinskih inženjera Srbije, Beograd, 2015)
This paper presents the basic equations of constitutive model for overconsolidated soil, based on relations of Modified Cam Clay model and bounding surface concept. Peak strength in drained conditions is described using ...