Pregled bibliografske jedinice broj: 254964
Utjecaj krutosti tla i debljine dijafragme kod dubokih iskopa
Utjecaj krutosti tla i debljine dijafragme kod dubokih iskopa // Proceedings of the 17th European young geotechnical engineers' conference, Zagreb, Croatia, 20-22 July 2006 / Vlasta Szavits-Nossan (ur.).
Zagreb: Hrvatski geološki institut, 2006. str. 521-533 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Utjecaj krutosti tla i debljine dijafragme kod dubokih iskopa
(Effects of soil stiffness and wall thickness on deep excavations)
Autori
Špiranec, Miljenko ; Petrović, Igor
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 17th European young geotechnical engineers' conference, Zagreb, Croatia, 20-22 July 2006
/ Vlasta Szavits-Nossan - Zagreb : Hrvatski geološki institut, 2006, 521-533
Skup
17th European young geotechnical engineers' conference (EYGEC)
Mjesto i datum
Zagreb, Hrvatska, 20.06.2006. - 22.06.2006
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
soil stiffnes; wall thickness; lateral wall movement
Sažetak
To investigate the influence of soil stiffness and wall thickness on the behavior of diaphragm walls back-analysis as well as the sensitivity analysis was carried out. The results show that soil stiffness has the largest influence on the lateral wall movement. The influence of wall thickness on effective lateral stresses and wall movement, in comparison with influence of soil stiffness, can be neglected. However, wall thickness has the largest influence on the maximum value of the bending moment.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
