Title

An application of reinforced concrete vaulted slabs and rafts in deep excavation works

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

Affiliation

Kacprzak, Grzegorz : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Daktera, Tomasz : Soletanche Bachy International 280 Avenue Napoléon Bonaparte, 92500 Rueil Malmaison, France ; Stańczyk, Andrzej : Warbud S.A. ; Tomczak, Urszula : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Bodus, Seweryn : Warbud S.A. ; Werle, Michał : Warbud S.A.

Authors

Kacprzak, Grzegorz ; Daktera, Tomasz ; Stańczyk, Andrzej ; Tomczak, Urszula ; Bodus, Seweryn ; Werle, Michał

Keywords

metro station construction ; urban construction ; construction stages ; soil-structure interaction ; diaphragm wall ; vaulted slab ; deep excavation

Divisions of PAS

Nauki Techniczne

Coverage

61-75

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

[1] A. Stańczyk, “Doświadczenia z budowy stacji metra "Ratusz" i "Marymont" w Warszawie”, Inżynieria i Budownictwo, 5, pp. 244–247, 2008.
[2] Daktera, T., Bourgeois, E., Schmitt, P., Jeanmaire, T., Delva, L., & Priol, G., “Design of deep supported excavations: comparison between real behavior and predictions based on the subgrade coefficient method”, Proceedings of the XVII European Conference on Soil Mechanics and Geotechnical Engineering, pp. 2608–2615, 2019.
[3] Daktera T. “Amélioration des méthodes de calcul des écrans de soutènement à partir du retour d'expérience de grands travaux récents » PhD Thesis, Univ Gustave Eiffel, (to be published) 2020.
[4] M. Graff, “Subway in Warsaw”, Transport systems, 12, pp. 25–35, 2018.
[5] K.F. Unrug, “Shaft design criteria”, International Journal of Mining Engineering, 2, 141–155, 1984.
[6] ILF CONSULTING ENGINEERS, “Design and construction of the underground line II from “Rondo Daszyńskiego” station to the “DworzecWileński” station in Warsaw”, 2010.
[7] M. Mitew-Czajewska, “Geotechnical investigation and static analysis of deep excavation walls – a case study of metro station construction in Warsaw”, Ann. Warsaw Univ. Life Sci. – SGGW, Land Reclam. 47 (2), pp. 163–171, 2015. http://doi.org/10.1515/sggw-2015-0022
[8] A. Sieminska-Lewandowska, “Budowa obiektu a obudowa wykopu – niełatwe zależności”, Nowoczesne Budownictwo Inżynieryjne, marzec kwiecień, pp. 64–71, 2010.
[9] A. Siemińska-Lewandowska, “Głębokie wykopy. Projektowanie i wykonawstwo.”, WKŁ, Warszawa, 2010.
[10] G. Kacprzak, S. Bodus, “The modelling of excavation protection in a highly urbanised environment”, Technical Transactions, Vol. 1, pp. 133–142, 2019. https://doi.org/10.4467/2353737XCT.19.009.10049

Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138043