undergraduate thesis
Analysis of Fishing Port Breakwater Settlement and Bearing Resistance in Durres, Albania
Undergraduate Thesis

Ivan Bartulović (2015)
Sveučilište u Splitu
Fakultet građevinarstva, arhitekture i geodezije
Katedra za geotehniku
Metadata
TitleAnaliza slijeganja i nosivost temeljnog tla lukobrana ribarske luke u Draču (Durres) u Albaniji : završni rad
AuthorIvan Bartulović
Mentor(s)Nataša Štambuk-Cvitanović (thesis advisor)
Abstract
Prikazana je analiza slijeganja i nosivosti planiranog lukobrana ribarske luke u Draču, Albanija. Analiza slijeganja lukobrana izvršena je u četiri karakteristične točke klasično i pomoću računalnog programa SETTLE3D. Uvjeti temeljnog tla na lokaciji planirane ribarske luke definirani su geotehničkim elaboratom. Analizom je utvrđeno da je slijeganje približno jednoliko i očekivano za ovakvu građevinu i geotehničke uvjete. Proračunska nosivost temeljnog tla također zadovoljava za drenirane i nedrenirane uvjete.
Keywordssettlement breakwater SETTLE3D embankment
Parallel title (English)Analysis of Fishing Port Breakwater Settlement and Bearing Resistance in Durres, Albania : Undergraduate Thesis
Committee MembersNataša Štambuk-Cvitanović
Tanja Roje-Bonacci
Predrag Miščević
GranterSveučilište u Splitu
Fakultet građevinarstva, arhitekture i geodezije
Lower level organizational unitsKatedra za geotehniku
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 date2015-09-23
Parallel abstract (English)
The thesis shows the analysis of settlement and bearing resistance for the planed breakwater of fishing port in Durres, Albania. Analysis of settlement was made for the four characteristic points in the classic way and with the computer program SETTLE3D. Foundation soil conditions at the location of the planned fishing port are defined with the geotechnical studies. The analysis has shown that the settlement is approximately uniform and expected for such a structure and geotechnical conditions. The design bearing resistance also satisfies, both for drained and undrained conditions.
Parallel keywords (Croatian)slijeganje lukobran SETTLE3D nasip
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:123:763637
CommitterJasna Afrić