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undergraduate thesis
Deformacijske značajke crvenice
2016. urn:nbn:hr:157:786254
Ivanda, Sandi
University of Rijeka
Faculty of Civil Engineering

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Ivanda, S. (2016). Deformacijske značajke crvenice (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:786254

Ivanda, Sandi. "Deformacijske značajke crvenice." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:786254

Ivanda, Sandi. "Deformacijske značajke crvenice." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:786254

Ivanda, S. (2016). 'Deformacijske značajke crvenice', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 23 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:786254

Ivanda S. Deformacijske značajke crvenice [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2016 [cited 2024 November 23] Available at: https://urn.nsk.hr/urn:nbn:hr:157:786254

S. Ivanda, "Deformacijske značajke crvenice", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:157:786254

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Metadata
TitleDeformacijske značajke crvenice
Title (english)Deformation Properties of Terra Rossa
AuthorSandi Ivanda
MentorŽeljko Arbanas (mentor)
MentorVedran Jagodnik (komentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2016-09-22, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Tema ovog završnog rada su problemi vezani za naprezanja u tlu, deformacije, te slijeganja. Rad je podijeljen u dva dijela. U prvom dijelu ukratko se opisuje proces i faze konsolidacije tla, uređaj za ispitivanje stišljivosti tla, način rada, te postupak koji se provodi prilikom ispitivanja stišljivosti tla. Objašnjeni su parametri stišljivosti tla dobiveni ispitivanjem koji se koriste u proračunima slijeganja. U drugom dijelu rada analizira se edometarski dijagram, stupanj prekonsolidacije, koeficijent konsolidacije, te metode određivanja koeficijenta. Opisuju se osnovne značajke crvenice. Prikazan je postupak ispitivanja stišljivosti crvenice proveden u laboratoriju te dobiveni rezultati.
Abstract (english)
The theme of this final paper are problems related to stress in the soil, deformation and settlement. The work is divided into two parts. The first section briefly describes the process and the phase of soil consolidation, a device for testing the compressibility of the soil, mode, and procedure during testing the compressibility of the soil. It explains the parameters of the compressibility of the soil which are used in further calculations settlement. The second part analyzes the oedometer diagram, the degree of pre-consolidation, coefficient of consolidation, and methods of determining the coefficient. It describes the basic features of red soil. The procedure of testing compressibility red soil, conducted in the laboratory, is obtained, as well as the results of the testing.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:786254
ProjectNumber: RC.2.2.06-0001
Title: Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Acronym: RISK
Leader: Nevenka Ožanić
Jurisdiction: eu
Funder: EFRR, MZOS
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 on2016-10-14 08:21:03