Secondary language: |
English |
Secondary title: |
Bearing capacity analysis of continuous flight auger piles on the Makiš II site |
Secondary abstract: |
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. |
Secondary keywords: |
graduation thesis;civil engineering;CFA pile;construction sequence;bearing capacity;CPT; |
File type: |
application/pdf |
Type (COBISS): |
Undergraduate thesis |
Thesis comment: |
Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo |
Pages: |
XV, 114 str. |
Type (ePrints): |
thesis |
Title (ePrints): |
Bearing capacity analysis of continuous flight auger piles on the Makiš II site |
Keywords (ePrints): |
CFA pilot;tehnologija izdelave;račun nosilnosti;CPT |
Keywords (ePrints, secondary language): |
CFA pile;construction sequence;bearing capacity;CPT |
Abstract (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. |
Abstract (ePrints, secondary language): |
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. |
Keywords (ePrints, secondary language): |
CFA pile;construction sequence;bearing capacity;CPT |
ID: |
8310843 |