SGGW

Polska Bibliografia Naukowa

Index Copernicus Journal Master List

AGRO

Issue 12 (2) 2013 pp. 83–90

Katarzyna Dołżyk, Zenon Szypcio

THE ULTIMATE LIMIT STATE HYD IN CALCULATIONS OF EXCAVATION BOTTOM STABILITY

Keywords: Eurocode 7, ultimate limit state HYD, excavation bottom stability
Abstract: The present paper addresses the issues of excavation bottom stability as ultimate limit state HYD of the Eurocode 7. It has been shown that with excavations surrounded by sheet pile walls, the two conditions for ultimate limit state HYD as provided in EC7 procedure different values of the global safety factor. For the stability condition expressed in forces and weights affecting the column of soil at a sheet pile wall, the global safety factor is F = 1.5, while for the condition expressed terms of effective stresses this factor is F = 3. The methodology of calculating the excavation bottom stability according to EC7 was exemplified by a linear excavation.
pub/12_2_83.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume12/issue2/12_2_83.pdf

For citation:

MLA Dołżyk, Katarzyna, and Zenon Szypcio. "THE ULTIMATE LIMIT STATE HYD IN CALCULATIONS OF EXCAVATION BOTTOM STABILITY." Acta Sci.Pol. Arch. 12.2 (2013): 83–90.
APA (2013). . Acta Sci.Pol. Arch. 12 (2), 83–90
ISO 690 DOłżYK, Katarzyna, SZYPCIO, Zenon. THE ULTIMATE LIMIT STATE HYD IN CALCULATIONS OF EXCAVATION BOTTOM STABILITY. Acta Sci.Pol. Arch., 2013, 12.2: 83–90.
EndNote BibTeX RefMan
Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom12/zeszyt2/abstrakt-83.html