A comparative analysis of pile design using eurocode 7 and national code of practice
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Standard SRPS EN 1997-1 je krajem 2018. godine preveden i usvojen, dok je izrada nacionalnih priloga u završnoj fazi. S tim u vezi kao i zbog brojnih nedoumica stručne javnosti u vezi sa primenom EN 1997-1, autori su u ovom radu dali pojašnjenja procesa projektovanja aksijalno pritisnutih šipova prema EN7. Razlike između domaćeg pravilnika i EN7 ilustrovane su kroz numerički primer, čiji je primarni cilj uporedna analiza dužina šipova prema tradicionalnom postupku(globalni faktor sigurnosti) i prema EN7 (parcijalni faktori). Sprovedene analize potvrdile su podobnost preporučene vrednosti modelskog faktora γM date u nacrtu nacionalnog priloga.
The standard SRPS EN 1997-1 was translated and adopted at the end of 2018, while the development of national annexes is in the final stage. In this regard, and due to concerns of engineering community about the application of EN 1997-1, the authors of this paper have provided clarification of the design process of axially loaded compression piles according EN7. The differences between the national code of practice and EN7 are illustrated through a design example, which aimed to compare pile lengths obtained applying the traditional procedure (global security factor) and to EN7 (partial factors). The performed analyses confirmed the suitability of the recommended value of the model factor γM provided in the draft national annex.
Keywords:
Eurocode 7 / pile bearing capacity / model factorSource:
Conference proceedings of eight international conference Geotechnics in civil engineering, 2019, 79-86Collections
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GraFarTY - CONF AU - Obradović, Nikola AU - Pujević, Veljko AU - Vukićević, Mirjana PY - 2019 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2441 AB - Standard SRPS EN 1997-1 je krajem 2018. godine preveden i usvojen, dok je izrada nacionalnih priloga u završnoj fazi. S tim u vezi kao i zbog brojnih nedoumica stručne javnosti u vezi sa primenom EN 1997-1, autori su u ovom radu dali pojašnjenja procesa projektovanja aksijalno pritisnutih šipova prema EN7. Razlike između domaćeg pravilnika i EN7 ilustrovane su kroz numerički primer, čiji je primarni cilj uporedna analiza dužina šipova prema tradicionalnom postupku(globalni faktor sigurnosti) i prema EN7 (parcijalni faktori). Sprovedene analize potvrdile su podobnost preporučene vrednosti modelskog faktora γM date u nacrtu nacionalnog priloga. AB - The standard SRPS EN 1997-1 was translated and adopted at the end of 2018, while the development of national annexes is in the final stage. In this regard, and due to concerns of engineering community about the application of EN 1997-1, the authors of this paper have provided clarification of the design process of axially loaded compression piles according EN7. The differences between the national code of practice and EN7 are illustrated through a design example, which aimed to compare pile lengths obtained applying the traditional procedure (global security factor) and to EN7 (partial factors). The performed analyses confirmed the suitability of the recommended value of the model factor γM provided in the draft national annex. C3 - Conference proceedings of eight international conference Geotechnics in civil engineering T1 - A comparative analysis of pile design using eurocode 7 and national code of practice EP - 86 SP - 79 UR - https://hdl.handle.net/21.15107/rcub_grafar_2441 ER -
@conference{ author = "Obradović, Nikola and Pujević, Veljko and Vukićević, Mirjana", year = "2019", abstract = "Standard SRPS EN 1997-1 je krajem 2018. godine preveden i usvojen, dok je izrada nacionalnih priloga u završnoj fazi. S tim u vezi kao i zbog brojnih nedoumica stručne javnosti u vezi sa primenom EN 1997-1, autori su u ovom radu dali pojašnjenja procesa projektovanja aksijalno pritisnutih šipova prema EN7. Razlike između domaćeg pravilnika i EN7 ilustrovane su kroz numerički primer, čiji je primarni cilj uporedna analiza dužina šipova prema tradicionalnom postupku(globalni faktor sigurnosti) i prema EN7 (parcijalni faktori). Sprovedene analize potvrdile su podobnost preporučene vrednosti modelskog faktora γM date u nacrtu nacionalnog priloga., The standard SRPS EN 1997-1 was translated and adopted at the end of 2018, while the development of national annexes is in the final stage. In this regard, and due to concerns of engineering community about the application of EN 1997-1, the authors of this paper have provided clarification of the design process of axially loaded compression piles according EN7. The differences between the national code of practice and EN7 are illustrated through a design example, which aimed to compare pile lengths obtained applying the traditional procedure (global security factor) and to EN7 (partial factors). The performed analyses confirmed the suitability of the recommended value of the model factor γM provided in the draft national annex.", journal = "Conference proceedings of eight international conference Geotechnics in civil engineering", title = "A comparative analysis of pile design using eurocode 7 and national code of practice", pages = "86-79", url = "https://hdl.handle.net/21.15107/rcub_grafar_2441" }
Obradović, N., Pujević, V.,& Vukićević, M.. (2019). A comparative analysis of pile design using eurocode 7 and national code of practice. in Conference proceedings of eight international conference Geotechnics in civil engineering, 79-86. https://hdl.handle.net/21.15107/rcub_grafar_2441
Obradović N, Pujević V, Vukićević M. A comparative analysis of pile design using eurocode 7 and national code of practice. in Conference proceedings of eight international conference Geotechnics in civil engineering. 2019;:79-86. https://hdl.handle.net/21.15107/rcub_grafar_2441 .
Obradović, Nikola, Pujević, Veljko, Vukićević, Mirjana, "A comparative analysis of pile design using eurocode 7 and national code of practice" in Conference proceedings of eight international conference Geotechnics in civil engineering (2019):79-86, https://hdl.handle.net/21.15107/rcub_grafar_2441 .