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Prikaz rezultata 141-150 od 153
Soil stabilization using the fly ash - international experience and initial results of own research / Stabilizacija tla primenom letećeg pepela - međunarodna iskustva i početni rezultati sopstvenih istraživanja
(Univerzitet Crne Gore, Građevinski fakultet u Podgorici, 2012)
This paper presents the most imporant results of published international researches about soil stabilization using fly ash. The reaction mechanism of fly ash on important physical and mechanical properties of soil is ...
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 ...
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 ...
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 ...
Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181)
(Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025, 2017)
The IPL project No 181 titled "Study of slow moving landslide Umka near Belgrade" started in November 2012. The study area is located on the right bank of Sava River, 25 km south west of Belgrade, Serbia. The basic objective ...
Permanent GNSS monitoring of landslide Umka
(University of Banja Luka Faculty of Architecture, Civil Engineering and Geode, 2020)
The Umka landslide is one of the biggest inhabited active landslides in Serbia. The Umka landslide activity has been monitored for a period longer than 85 years, by various geotechnical and geodetic techniques. Since 2010, ...
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 ...
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. ...
Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
(MDPI / Applied Sciences, 2023)
This paper investigates the possibility of the application of the HArdening State Parameter (HASP) constitutive model for numerical modelling of overconsolidated soft clay under embankment loading. The HASP constitutive ...