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Pregledni rad
https://doi.org/10.13167/2015.10.4

LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS

Jelena Kaluđer ; GT-TRADE d.o.o.
Mensur Mulabdić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
Krunoslav Minažek ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek

Puni tekst: engleski, pdf (897 KB) str. 30-40 preuzimanja: 965* citiraj
APA 6th Edition
Kaluđer, J., Mulabdić, M. i Minažek, K. (2015). LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6 (10), 30-40. https://doi.org/10.13167/2015.10.4
MLA 8th Edition
Kaluđer, Jelena, et al. "LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 6, br. 10, 2015, str. 30-40. https://doi.org/10.13167/2015.10.4. Citirano 28.10.2020.
Chicago 17th Edition
Kaluđer, Jelena, Mensur Mulabdić i Krunoslav Minažek. "LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 6, br. 10 (2015): 30-40. https://doi.org/10.13167/2015.10.4
Harvard
Kaluđer, J., Mulabdić, M., i Minažek, K. (2015). 'LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6(10), str. 30-40. https://doi.org/10.13167/2015.10.4
Vancouver
Kaluđer J, Mulabdić M, Minažek K. LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2015 [pristupljeno 28.10.2020.];6(10):30-40. https://doi.org/10.13167/2015.10.4
IEEE
J. Kaluđer, M. Mulabdić i K. Minažek, "LOAD TRANSFER PLATFORMS - COMPARISON OF DESIGN METHODS", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.6, br. 10, str. 30-40, 2015. [Online]. https://doi.org/10.13167/2015.10.4

Sažetak
Constructing embankments on compressible foundation soil normally requires soil improvement measures to reduce the amount and duration of settlement. In the most difficult cases, the soil is improved by using pile foundations. When constructing pile foundations, it is necessary to ensure efficient load transfer from the embankment to the piles, which can be achieved using reinforced soil construction with geosynthetics as reinforcement material. In this paper, we compare the calculations of a bearing capacity of such a platform according to the British and the German standards on the example of a level crossing over a railway line. We describe other calculation methods, critically reviewing the fundamental mechanisms of the reinforcement effects in the calculations.

Ključne riječi
embankment foundation; reinforced soil structure over piles; calculation methods

Hrčak ID: 140692

URI
https://hrcak.srce.hr/140692

Posjeta: 1.150 *