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Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade

Ocena metoda za proračun sleganja na osnovu geodetskog monitoringa na izvedenom objektu na Novom Beogradu

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2014
1196.pdf (764.1Kb)
Authors
Vukićević, Mirjana
Najdanović, Dušan
Milovanović, Branko
Marošan, Stevan
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Abstract
This paper provides an assessment of empirical correlations between soil deformation parameters and tip resistance of cone penetrometer test (CPT), by comparing calculated settlements of an object on the rigid foundation slab with insitu measurements. Monitoring is conducted on a reinforced concrete building located in New Belgrade during the period of 10 years. Such measurements are valuable because they provide possibility to verify and improve existing methods and correlations as well as establishing new ones.
U radu je data ocena proračunskih metoda za procenu sleganja objekta na krutoj temeljnoj ploči na osnovu geodetskog osmatranja u periodu od 10 godina na jednom armiranobetonskom objektu na Novom Beogradu. S obzirom da su metode za proračun sleganja zasnovane, osim na teorijskoj mehanici i na empirijskim korelacijama sa parametrima deformabilnosti, ovakva merenja su dragocena jer pružaju mogućnost provere i unapređenja postojećih metoda i korelacija kao i uspostavljanje novih. Poređenje izmerenih i proračunskih sleganja na navedenom objektu je pokazalo da se dovoljno dobro mogu predvideti veličine sleganja na osnovu korelacija između parametara deformabilnosti i otpora konusa iz CPT opita.
Source:
Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014, 2014, 141-148
Publisher:
  • Društvo građevinskih konstruktera, Beograd

ISBN: 978-86-85073-19-9

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/1198
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  • Radovi istraživača / Researcher's publications
  • Катедра за грађевинску геотехнику
  • Катедра за геодезију и геоинформатику
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