Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue4/15_4_113.pdf
Issue 15 (4) 2016 pp. 113-126
Piotr Zieliński1, Andrzej T. Wojtasik1,2
1 GT Projekt, Swadzim
2 Politechnika Poznańska, Poznań
2 Politechnika Poznańska, Poznań
SCREW DISPLACEMENT PILES DESIGN – PRACTICAL ANALYSIS
Keywords: screw pile, bearing capacity, displacement, CPT test, pile design, non-cohesive soil
Abstract:
Comparison of four, different calculation methods of screw displacement piles bearing capacity was caused by two main reasons: lack of local, national guidelines and numerous failures, caused by design mistakes. Furthermore, several selected projects were critically analyzed in order to present engineering application these calculation methods. The displacement piles screw into non-cohesive soil were analyzed.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue4/15_4_113.pdf
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| MLA | Zieliński, Piotr, et al. "SCREW DISPLACEMENT PILES DESIGN – PRACTICAL ANALYSIS." Acta Sci.Pol. Architectura 15.4 (2016): 113-126. |
| APA | Zieliński, P. et al. (2016). SCREW DISPLACEMENT PILES DESIGN – PRACTICAL ANALYSIS. Acta Sci.Pol. Architectura, 15 (4), 113-126 |
| ISO 690 | Zieliński, Piotr, Wojtasik, Andrzej T., , . SCREW DISPLACEMENT PILES DESIGN – PRACTICAL ANALYSIS. Acta Sci.Pol. Architectura, 2016, 15.4: 113-126. |
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