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Приказ резултата 141-150 од 153
Upscaling and downscaling landslide susceptibility maps
(OIC S.r.l., Viale della Giovine Italia, 17, 50122 Firenze, Italy, 2023)
Although without official standardization, landslide susceptibility models (LSM) have entered preliminary stages of design and planning practice worldwide. As design and planning itself undergoes from lower to higher level ...
Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
(Union of Croatian Civil Engineers and Technicians, 2018)
This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective ...
Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling
(Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia, 2023)
In times of fast urbanization, underground infrastructure has taken primacy for servicing the city development. Shield tunnel construction is facing significant challenges due to geological uncertainty and limited availability ...
Sustainable Railway Infrastructure and Specific Environmental Issues in the Republic of Serbia
(Strojarski Facultet, 2018)
Transport represents both need and threat to the modern human society. European transport policy aims at sustainable transport development based on the efficient use of natural resources, protection and improvement of ...
Sanacija temeljne konstrukcije stambenog objekta u Zemunu primenom MEGA šipova
(Zbornik radova XII međunarodnog naučno-stručnog savetovanja Ocena stanja, održavanje i sanacija građevinskih objekata, Vrnjačka Banja, 29. jun - 1. jul 2022., 2022)
U radu je dat prikaz sanacionog rešenja temeljne konstrukcije jednog stambenog objekta
u Zemunu. Do oštećenja objekta došlo je usled neravnomernog sleganja temeljnog tla lesoidnog
porekla kao posledica havarije na ...
Numerical analysis of subsidence induced by construction of a NATM tunnel / Numerička analiza sleganja usled izgradnje jednog NATM tunela
(Univerzitet u Novom Sadu - Građevinski fakultet Subotica/University of Novi Sad - Faculty of Civi Enginering Subotica, Subotica, 2021)
The design of urban tunnels, often constructed at shallow depths, in soft ground, requires an appropriate prediction of ground surface settlements. Control of surface settlements is of particular importance in open-face ...
CliRtheRoads: An Integrated Approach to Landslide Risk Management on Roads in Serbia
(Springer, Cham, 2023)
In the framework of the project “Mainstreaming Climate Resilience in the Road Transportation Management in Serbia (CliRtheRoads)”, a complex mapping tool was developed to support the Government of Serbia and Public Enterprise ...
Seizmička analiza fleksibilnih ukopanih potpornih konstrukcija prema različitim tehničkim normativima
(Zbornik radova sa Nacionalnog kongresa DGKS ASES / Društvо građevinskih konstruktera Srbije, 16. Kongres, 28 - 30. 09. 2022., Aranđelovac, 2022)
Prikazane su odredbe vezane za projektovanje fleksibilnih ukopanih potpornih zidova na dejstvo zemljotresa za tri izabrana seizmička propisa – Evrokod 8, nacrta Pravilnika o tehničkim normativima za projektovanje i proračun ...
Geotehnički aspekti izgradnje visećeg pešačkog mosta u starom gradu u Užicu / Geotechnical aspects of construction of stressed ribbon bridge in Užice old town
(Savez građevinskih inženjera Srbije, 2023)
U radu su prikazani rezultati geotehničkih istraživanja za potrebe izgradnje visećeg pešačkog mosta preko klisure reke Đetinje u Užicu. Predviđeno je da most, sistema prednapregnute trake, omogući prelaz pešacima sa desne ...
3D analysis of tunnel lining - rock mass interaction, I: Numerical modelling / 3D analiza interakcije tunelske obloge i stenske mase, I - numeričko modeliranje
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
In the analysis of tunnel lining - rock mass interaction, it is essential to consider partial stress release at the tunnel face, i.e. deformation of the tunnel walling that occurs before the application of the lining. ...