Analiza nosilnosti pilotov, izdelanih z neskončnim svedrom, na objektu Makiš II

Povzetek

Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2009
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[M. Škrl]
UDK:	624.154(043.2)
COBISS:	4711009
Št. ogledov:	2120
Št. prenosov:	704
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Bearing capacity analysis of continuous flight auger piles on the Makiš II site
Sekundarni povzetek:	The graduation thesis deals with one of the types of deep foundation, piles. All methods of pile construction are briefly described, the emphasis, however, is laid on the CFA piles. A detailed description of the technology employed in the production of these types of piles is included. The development section of the thesis is devoted to the bearing capacity analysis of piles, produced with the CFA technology for the purposes of foundation on the Makiš II site in Belgrade. The section contains the analysis of all the four static load tests for piles which were carried out on the site. Based on the results of the selected cone penetration tests, relations between load and settlement of piles placed on the location of the test piles are calculated with the help of two software tools, MFoundation and Geo 5 - Piles CPT. The results obtained serve as comparison with the results of the static load for test piles.
Sekundarne ključne besede:	graduation thesis;civil engineering;CFA pile;construction sequence;bearing capacity;CPT;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani:	XV, 114 str.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Bearing capacity analysis of continuous flight auger piles on the Makiš II site
Ključne besede (ePrints):	CFA pilot;tehnologija izdelave;račun nosilnosti;CPT
Ključne besede (ePrints, sekundarni jezik):	CFA pile;construction sequence;bearing capacity;CPT
Povzetek (ePrints):	Diplomska naloga obravnava eno izmed vrst globokega temeljenja, pilote. Na kratko so opisani vsi načini vgrajevanja pilotov, poudarek pa je na pilotih, ki so narejeni z uporabo neskončnega svedra, tudi CFA pilotih. V nalogi je natančno opisana tehnologija izdelave omenjene vrste pilotov. Razvojni del diplomske naloge je posvečen analizi nosilnosti pilotov, izvedenih po tehnologiji neskončnega svedra, za potrebe temeljenja objekta Makiš II, v Beogradu. Naloga analizira vse štiri statične obremenilne preizkuse pilotov, ki so bili opravljeni na objektu. Na podlagi rezultatov izbranih statičnih penetracijskih preizkusov so s pomočjo dveh programskih orodij MFoundation in Geo 5 – Piles CPT izračunani odnosi med obtežbo in posedkom za pilote, postavljene na lokacije testnih pilotov. Tako dobljeni rezultati služijo za primerjavo z rezultati statičnih obremenilnih preizkusov pilotov.
Povzetek (ePrints, sekundarni jezik):	The graduation thesis deals with one of the types of deep foundation, piles. All methods of pile construction are briefly described, the emphasis, however, is laid on the CFA piles. A detailed description of the technology employed in the production of these types of piles is included. The development section of the thesis is devoted to the bearing capacity analysis of piles, produced with the CFA technology for the purposes of foundation on the Makiš II site in Belgrade. The section contains the analysis of all the four static load tests for piles which were carried out on the site. Based on the results of the selected cone penetration tests, relations between load and settlement of piles placed on the location of the test piles are calculated with the help of two software tools, MFoundation and Geo 5 - Piles CPT. The results obtained serve as comparison with the results of the static load for test piles.
Ključne besede (ePrints, sekundarni jezik):	CFA pile;construction sequence;bearing capacity;CPT
ID:	8310843