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3D analysis of tunnel lining - rock mass interaction, II: Effect of construction process simulation and parametric studies / 3D analiza interakcije tunelske obloge i stenske mase, II - efekat simulacije procesa izgradnje i parametarske studije
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
For correct evaluation of stresses and deformations in tunnel lining and rock mass, it is necessary to use 3D numerical models. 3D FEM numerical modeling of tunnel driving has been described in Part I along with a presentation ...
Information technology application in construction industry / Primena informacionih tehnologija u građevinarstvu
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
In this paper information technology application in construction industry is analyzed. New technology application gives new possibilities but makes new problems. Main characteristics of construction industry are emphasized ...
Primena informacionih tehnologija u građevinarstvu / Information technology application in construction industry
(Savez građevinskih inženjera i tehničara Srbije, 2004)
U ovom radu se razmatra primena informacionih tehnologija u građevinskim preduzećima. Primena novih tehnologija otvara nove mogućnosti ali istovremeno pred građevinske firme postavlja i dodatne zahteve. U radu su istaknute ...
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. ...