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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 ...
An evaluation of methods for numerical integration of constitutive relations of elasto-plastic soil models
(Proceedings International Scientific Conference Earthquake Engineering and Geotechnical aspects of Civil Engineering, 2021)
U radu je dat pregled metoda za numeričku integraciju relacija elasto-plastičnih
konstitutivnih modela za tlo. Prikazan je inkrementalno-iterativan postupak proračuna
metodom konačnih elemenata, sa osvrtom na značajan ...
Determination of axial bearing capacity of MEGA piles according to eurocode 7
(Conference proceedings international conference (2021): Contemporary achievements in civil engineering, 2021)
U radu je prikazan kratak pregled odredbi Evrokoda 7 za proračun
aksijalne nosivosti šipova. Date su smernice i preporuke za proračun aksijalne
nosivosti utisnutih MEGA šipova u skladu sa izabranim proračunskim
pristupom ...
Eurocode 7 and design of deep excavations and tunnels using finite element method
(University of Montenegro - Faculty of Civil Engineering, 2022)
Advanced numerical methods, such as the finite element method (FEM), are widely used in geotechnical engineering practice to predict displacements induced by deep excavations and tunnel construction. While the finite element ...
Primena numeričkih metoda i Evrokoda 7 u projektovanju tunela / On the use of numerical methods and Eurocode 7 in design of tunnels
(Savez građevinskih inženjera Srbije / Union of Engineers and Technicians of Serbia, Beograd, 2021)
S obzirom da trenutno ne postoje evropski standardi za projektovanje tunela, u praksi se sve više koristi Evrokod 7, naročito za projektovanje plitkih tunela u tlu. Pri projektovanju tunela, da bi se adekvatno predvidelo ...
Use of finite element method for 2D and 3D analyses of tunnelling induced settlements
(Croatian Association of Civil Engineers, 2020)
Results of a series of 3D and 2D analyses of open-face tunnelling in marly-clayey deposits are presented in the paper. A parametric study was performed to investigate the influence of initial stress state, soil deformability, ...