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Scientific paper - Review paper
Load transfer platforms : comparison of design methods
E-GFOS, 6 (2015), 10; 30-40. https://doi.org/10.13167/2015.10.4
Kaluđer, Jelena; Mulabdić, Mensur; Minažek, Krunoslav

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Kaluđer, J., Mulabdić, M. & Minažek, K. (2015). Load transfer platforms : comparison of design methods. E-GFOS, 6. (10), 30-40. doi: 10.13167/2015.10.4

Kaluđer, Jelena, et al. "Load transfer platforms : comparison of design methods." E-GFOS, vol. 6, no. 10, 2015, pp. 30-40. https://doi.org/10.13167/2015.10.4

Kaluđer, Jelena, Mensur Mulabdić and Krunoslav Minažek. "Load transfer platforms : comparison of design methods." E-GFOS 6, no. 10 (2015): 30-40. https://doi.org/10.13167/2015.10.4

Kaluđer, J., Mulabdić, M. and Minažek, K. (2015) 'Load transfer platforms : comparison of design methods', E-GFOS, 6(10), pp. 30-40. doi: 10.13167/2015.10.4

Kaluđer J, Mulabdić M, Minažek K. Load transfer platforms : comparison of design methods. E-GFOS [Internet]. 2015 July [cited 2024 November 14];6(10):30-40. doi: 10.13167/2015.10.4

J. Kaluđer, M. Mulabdić and K. Minažek, "Load transfer platforms : comparison of design methods", E-GFOS, vol. 6, no. 10, pp. 30-40, July 2015. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:896222. [Accessed: 14 November 2024]

Metadata
Title (english)Load transfer platforms : comparison of design methods
Title (croatian)Nosive platforme za prijenos opterećenja : usporedba proračunskih metoda
AuthorJelena Kaluđer
AuthorMensur Mulabdić
AuthorKrunoslav Minažek
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Abstract (croatian)
Izvedba nasipa na stišljivom temeljnom tlu redovito zahtijeva mjere poboljšanja temeljnog tla kako bi se smanjio iznos i vrijeme slijeganja. Rješenje najtežih slučajeva postiže se upotrebom pilota. U slučaju izvedbe pilota potrebno je osigurati djelotvoran prijenos opterećenja od nasipa na pilote, što se može postići izvedbom platforme od armiranog tla koristeći geosintetike kao armaturu. U radu je prikazan proračun nosivosti ovakvih platformi i usporedba rezultata proračuna po dva standarda: britanskom i njemačkom, na primjeru cestovnog prijelaza preko željezničke pruge. Opisane su i ostale metode proračuna, uz kritički osvrt na način na koji se bitna svojstava korištene armature uvažavaju u proračunu.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 6, no. 10, pp. 30-40
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2015.10.4
URN:NBNurn:nbn:hr:133:896222
Publication2015-07
Document URLhttp://hrcak.srce.hr/140692
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-16 09:53:45