Design of deep excavations according to Eurocode 7

• Autorzy: Siemińska-Lewandowska A. , Mitew-Czajewska M.
• Konferencja: Proceedings of the 14th French-Polish Colloguium "Soli and Rock Mechanics. soil Mechanics - Geomaterials" Grenoble, August 29-31, 2007
• Języki publikacji: EN

Abstrakty

EN

The paper presents the procedure of introducing Eurocode 7 into the design practice in Poland. In the paper, currently used design methods have been compared with new ones, which soon will be used simultaneously with the introduction of Eurocodes. In order to enable the comparison, numerical analysis has been performed on two simple example cases presented by the committee ERTC-10 "Evaluation of Eurocode 7". This gave the authors an opportunity to assess and compare properly different design approaches - up-to-date and new, now being introduced. Final conclusions and issues giving rise to further discussion have been presented at the end of the paper.

Słowa kluczowe

EN

Eurocode; ERTC-10

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2008
• Tom: Vol. 30, nr 1-2
• Strony: 207--214
• Opis fizyczny: bibliogr. 6 poz.,

Twórcy

autor

Siemińska-Lewandowska A.

autor

Mitew-Czajewska M.

• Warsaw University of Technology, al. Armii Ludowej 16, 00-637 Warsaw, Poland.

Bibliografia

• [1] CHADEISSON R., Parois continues moulées dans le sols. Proceedings of the 5th European Conf. on Soil Mechanics and Foundation Engineering, 1961, Vol. 2, Dunod, Paris, 563–568.
• [2] FAGES R., RIDO v. 4.0 User’s guide. Robert Fages Logiciels, 2003.
• [3] BPBKiS „Metroprojekt”, 1984, PAL User’s guide.
• [4] FINE, 2004, GEO4 User’s guide.
• [5] EN 1997-1:2004 Eurocode 7, Geotechnical design. Part 1. General rules.
• [6] PN-83/B-03010 Retaining walls. Static calculation and design.