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undergraduate thesis
Utjecaj prethodnog naprezanja na čvrstoću tla
Rijeka: University of Rijeka, Faculty of Civil Engineering in Rijeka, 2018. urn:nbn:hr:157:810667
Gržan, Anamarija
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Gržan, A. (2018). Utjecaj prethodnog naprezanja na čvrstoću tla (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:810667

Gržan, Anamarija. "Utjecaj prethodnog naprezanja na čvrstoću tla." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:810667

Gržan, Anamarija. "Utjecaj prethodnog naprezanja na čvrstoću tla." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:810667

Gržan, A. (2018). 'Utjecaj prethodnog naprezanja na čvrstoću tla', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 01 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:810667

Gržan A. Utjecaj prethodnog naprezanja na čvrstoću tla [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 December 01] Available at: https://urn.nsk.hr/urn:nbn:hr:157:810667

A. Gržan, "Utjecaj prethodnog naprezanja na čvrstoću tla", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:810667

Metadata
TitleUtjecaj prethodnog naprezanja na čvrstoću tla
Title (english)Influence of overburden stress on shear strength of soil
AuthorAnamarija Gržan
MentorŽeljko Arbanas (mentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-09-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Teza završnog rada je ispitivanje utjecaja prethodnog naprezanja na čvrstoću tla. U radu je opisan laboratorijski postupak zbijanja materijala Proctorovim pokusom te smicanje istog na aparatu za direktan posmik. Pokusi su provedeni na mješavini pijeska i bentonita. Proctorovim pokusom se utvrđuje zbijenost i vlažnost materijala. Aparatom za direktan posmik određuju se parametri čvrstoće. Prikazani su rezultati za različite vlažnosti i energije zbijanja te rezultati za smicanje materijala sa optimalnom vlažnošću dobivenom za modificirani Proctorov pokus. Za smicanje su korišteni uzorci zbijeni pri optimalnoj vlažnosti zato što veća zbijenost daje veće parametre čvrstoće.
Abstract (english)
The thesis of the final paper is to examine the impact of the previous stress on soil strenght. In this paper has been described a laboratory procedure for compaction of Proctor test material and shearing the same at the direct shear apparatus. The experiments were conducted in a mixture of sand and bentonite. Proctor experimentally determined compaction and moisture of the material. With direct shear apparatus determines soil strenght parameter. The results for different moisture content and compaction energies and also the results for the shearing material with optimal moisture obtained for the modified Proctor test are shown. Samples used for shearing are compacted at optimum moisture because higher compactness gives higher strenght parameter.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:810667
ProjectNumber: RC.2.2.06-0001
Title: Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Leader: Nevenka Ožanić
Jurisdiction: Croatia
Funder: EFRR, MZO
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-11-06 12:41:29