prikaz prve stranice dokumenta Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve
Access restricted to students and staff of home institution
master's thesis
Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve
diplomski rad
Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2011. urn:nbn:hr:169:231209
Zagorščak, Renato
University of Zagreb
Faculty of Mining, Geology and Petroleum Engineering
Department of Mining and Geotechnical Engineering

Institutional repository: Faculty of Mining, Geology and Petroleum Engineering Repository, University of Zagreb

Cite this document

Zagorščak, R. (2011). Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad (Master's thesis). Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:169:231209

Zagorščak, Renato. "Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad." Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2011. https://urn.nsk.hr/urn:nbn:hr:169:231209

Zagorščak, Renato. "Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad." Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2011. https://urn.nsk.hr/urn:nbn:hr:169:231209

Zagorščak, R. (2011). 'Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad', Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, accessed 02 June 2024, https://urn.nsk.hr/urn:nbn:hr:169:231209

Zagorščak R. Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad [Master's thesis]. Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering; 2011 [cited 2024 June 02] Available at: https://urn.nsk.hr/urn:nbn:hr:169:231209

R. Zagorščak, "Primjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad", Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, Zagreb, 2011. Available at: https://urn.nsk.hr/urn:nbn:hr:169:231209

Metadata
TitlePrimjena statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanih sedimenata delte Neretve : diplomski rad
Title (english)Application of piezocone test (cptu) for geotechnical characterization of soft sediments in Neretva valley : master's thesis
AuthorRenato Zagorščak
MentorBiljana Kovačević Zelić (mentor)
MentorBoris Kavur (sumentor)
Committee memberBiljana Kovačević Zelić
Committee memberPredrag Kvasnička
Committee memberPetar Hrženjak
Committee memberBoris Kavur
GranterUniversity of Zagreb
Faculty of Mining, Geology and Petroleum Engineering
(Department of Mining and Geotechnical Engineering)
Zagreb
Defense date and country2011-10-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Mining, Petroleum and Geology Engineering
Mining
Abstract
Na primjeru dubokih CPTU penetracija obavljenih u mekanim sedimentima delte Neretve na prostoru luke Ploče, prikazane su mogućnosti primjene statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanog tla, opisana je mjerna oprema i standardni postupci ispitivanja te postupci obrade i interpretacije CPTU rezultata. Program geotehničkih istražnih radova uključivao je izradu jedne vertikalne istražne bušotine (oznaka: BK-2) s kontinuiranim jezgrovanjem nabušenog materijala do podine šljunka (do dubine 58 m) i provedbu tri duboke CPTU penetracije (oznake: CPTUK-1, CPTU-BK-1 i CPTU-BK-3). U bušotini BK-2 obavljeno je također 15 standardnih penetracijskih pokusa (SPT) i 19 pokusa terenskom krilnom sondom (FVT). Usporedbe radi, prikazani su i rezultati dobiveni iz penetracije plosnatim dilatometrom (DMT-1) koja je obavljena približno 700 m dalje od CPTUK-1 na širem prostoru luke Ploče.U radu su detaljno prikazani svi izmjereni i izvedeni parametri iz penetracije CPTUK-1. Na osnovi rezultata penetracije CPTUK-1 interpretirana je stratigrafija i obavljena identifikacija tipova tla pomoću različitih empirijskih dijagrama. Dobiveni CPTU stratigrafski profili uspoređeni su sa sondažnim profilom BK-2 koji je utvrđen terenskom i laboratorijskom klasifikacijom dobivene jezgre. Na temelju rezultata penetracije CPTUK-1 i raspoloživih podataka interpretirane su geotehničke značajke: stanja (naprezanje i koeficijent prekonsolidacije sitnozrnog odnosno relativna gustoća krupnozrnog tla), čvrstoće, konsolidacije i stišljivosti tla. Interpretirane značajke uspoređene su s rezultatima FVT i DMT pokusa.Na temelju dobivenih rezultata izvedeni su zaključci o mogućnostima primjene statičkog piezo-penetrometra (CPTU) za geotehničku karakterizaciju mekanog, normalno konsolidiranog tla.
Abstract (english)
Abstract: Examples of deep CPTU penetrations performed in soft sediments in Neretva valley at the location of port Ploče, show the application possibilities of piezocone test for geotechnical characterization of soft soil. The specification of measurement equipment, standard testing procedures, processing and interpretation of CPTU data were also given. The programme of geotechnical investigations included drilling of one vertical borehole (marked: BK-2) with continuous core collections down to the upper gravel level (to depth of 58 m) and performing three CPTU penetrations (marked: CPTUK-1, CPTU-BK-1 and CPTU-BK-3). There were 15 Standard Penetration Tests (SPT) and 19 Field Vane Tests (FVT) performed in borehole BK-2. For data comparison, The Flat Dilatometer Test data, which was performed 700 m near CPTUK-1, was also presented. All the measured and derived parameters were presented in detail. Based on the CPTUK-1 data, the stratigraphy and identification of soil types were made through various of empirical charts. The stratigraphic profiles were compared with probing profile BK-2 that was made through field and laboratory core classification. Based on the CPUK-1 data and other available data, the following geotechnical parameters were interpreted: state characteristics (preconsolidation stress, overconsolidation ratio in fine-grained soils and relative density in coarse-grained soils), strength parameters, consolidation characteristics and soil compressibility. The obtained parameters were compared with FVT and DMT data. Based on the given data, the conclusions were made about the possibility of the piezocone (CPTU) application for geotechnical characterization of soft, normally consolidated soil.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:169:231209
Study programmeTitle: Mining Engineering; specializations in: Mining engineering, Geotechnical engineering, Waste treatment and disposal
Course: Mining engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka rudarstva (magistar/magistra inženjer/inženjerka rudarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2016-03-29 10:37:09