undergraduate thesis
Shopping Center Supetar – Verification of Stability of the Retaining Wall
Undergraduate Thesis

Monika Barnjak (2016)
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Geotechnical Engineering
Metadata
TitleTrgovački centar Supetar - provjera stabilnosti potpornog zida : završni rad
AuthorMonika Barnjak
Mentor(s)Nataša Štambuk Cvitanović (thesis advisor)
Abstract
Prikazana je provjera stabilnosti, odnosno dimenzioniranje potpornog zida u Supetru prema Eurokodu 7 (HRN EN 1997-1:2012/NA:2012). Dimenzioniranje potpornog zida izvršeno je za statičko opterećenje te kombinaciju statičkog i dinamičkog potresnog opterećenja, za slučaj temeljenja na stijeni. Proračunsko dinamičko opterećenje određeno je prema HRN EN 1998-5:2011. Kod izračuna horizontalnih tlakova u tlu računalo se s koeficijentom tlaka mirovanja Ko. Za karakteristične parametre tla uzeto je Ck=0 (kohezija), [fi]k=35° (kut unutarnjeg trenja) i [ipsilon]=19 kN/m3 (jedinična težina tla).
Keywordsretaining walls static load dynamic load
Parallel title (English)Shopping Center Supetar – Verification of Stability of the Retaining Wall : Undergraduate Thesis
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
Lower level organizational unitsDepartment of Geotechnical Engineering
PlaceSplit
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Civil Engineering
Geotechnology
Study programme typeuniversity
Study levelundergraduate
Study programmeCivil Engineering
Academic title abbreviationuniv. bacc. ing. aedif.
Genreundergraduate thesis
Language Croatian
Defense date2016-07-15
Parallel abstract (English)
The verification of stability i.e., dimensioning of the retaining wall in Supetar has been presented according to Eurocode 7 (HRN EN 1997-1:2012/NA:2012). Dimensioning of retaining wall was made for the static load and a combination of static and dynamic earthquake loading, in case of foundation on the rock mass. Dynamic load was determinated according to HRN EN 1998-5:2011. When calculating the horizontal pressure in the soil count the coefficient Ko pressure mode. For the characteristic parameters of soil the following have been taken Ck=0 (cohesion), [fi]k=35° (angle of internal friction) and [ipsilon]=19 kN/m3 (unit weight of soil).
Parallel keywords (Croatian)potporni zidovi statičko opterećenje dinamičko opterećenje
Resource typetext
Access conditionOpen access
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
NotePredmet: Mehanika tla i temeljenje
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:123:903036
CommitterJasna Afrić