diplomsko delo
Rok Lačen (Author), Primož Jelušič (Mentor), Bojan Žlender (Co-mentor)

Abstract

Piloti so linijski elementi, ki imajo funkcijo prenosa obremenitve iz konstrukcije na globljo plast tal, ki ima ustrezne lastnosti. Zakonitosti mehanike tal omogočajo predvidevanje odziva pilotov na obremenitev. Na ta odziv močno vpliva način vgradnje pilotov, zato je treba upoštevati interakcijo pilota in temeljnih tal. V diplomskem delu smo prikazali postopek preveritve nosilnosti uvrtanih pilotov s cevitvijo. Za analizo nosilnosti pilotov se je izbralo območje pri Javorniku v občini Ravne na Koroškem, kjer se je na pilotih zgradil trgovski center. Za izračun nosilnosti smo uporabili metodo, ki jo razvil Berezantsev (metoda 1), ter metodo, ki sta jo podala Décourt and Quaresma (metoda 2). Ugotovili smo, da se metodi med seboj očitno razlikujeta, kar se odraža tudi na nosilnosti pilotov. Pri metodi 1 izračunamo nosilnost pilotov na podlagi strižnih parametrov zemljine, ki so pridobljeni na podlagi terenskih preiskav. Pri metodi 2 se izračunamo nosilnost pilota neposredno na podlagi terenske preiskave, tj. rezultatov standardnih penetracijskih preizkusov (SPT). Glede na izračune nosilnosti pilotov, podane v geološkem – geotehničnem poročilu izvedenega projekta, lahko ugotovimo, da se ujemajo z rezultati, pridobljenimi z metodo 1.

Keywords

gradbeništvo;temeljenje;piloti;uvrtani piloti;nosilnost pilotov;izračun nosilnosti;diplomske naloge;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [R. Lačen]
UDC: 624.154(043.2)
COBISS: 143199235 Link will open in a new window
Views: 502
Downloads: 69
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary title: Theory of drilled piles with casings and verification of the bearing capacity of individual piles at the Javornik site - shopping centre
Secondary abstract: Piles are linear elements that have the function of transferring the load from the structure to a deeper layer of soil that has the appropriate properties. The laws of soil mechanics make it possible to predict the response of piles to loading. This response is strongly influenced by the way the piles are installed, so it is necessary to take into account the interaction of the pile and the underlying soil. In the diploma work, we demonstrated the procedure for checking the bearing capacity of drilled piles with casings. The area near Javornik in the municipality of Ravne in Koroškem, where a shopping center was built on piles, was chosen for the analysis of the bearing capacity of the piles. To calculate the bearing capacity, we used the method developed by Berezantsev (Method 1) and the method given by Décourt and Quaresma (Method 2). We found that the two methods clearly differ from each other, which is also reflected in the bearing capacity of the piles. In method 1, the bearing capacity of the piles is calculated based on the shear parameters of the soil, which are obtained on the basis of field investigations. In method 2, the bearing capacity of the pile is calculated directly on the basis of the field investigation, therefore of the results of standard penetration tests (SPT). According to the calculations of the bearing capacity of the piles given in the geological-geotechnical report of the implemented project, we can conclude that only these match the results obtained by method 1.
Secondary keywords: construction;foundation;piles;bearing capacity;calculation.;
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages: 1 spletni vir (1 datoteka PDF (IX, 62, [5] f.))
ID: 17677582