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Issue 12 (4) 2013 pp. 75–84

Krzysztof Parylak

SERVICEABILITY LIMIT STATE DESIGN IN RESPECT TO EUROCODE 7 REQUIREMENT

Keywords: Eurocode 7, limited state of foundation, settlement, retaining wall
Abstract: The paper presents essential principals for the design of geotechnical construction in range accordance PN-EN 1997:2008 Eurocode 7-1. The design aspects of serviceability limit state in comparison with polish geotechnical standards were presented. The design aspects of spread foundations, pile foundations, retaining structures, embankment and slopes and influence of filtration phenomena were discussed. Generally principals of design geotechnical construction in Polish Standards was similar to principals EC 7, however proposed in EC 7 new more complicated coefficients of stability and increasing safety of design.
pub/12_4_75.pdf Full text available in Adobe Acrobat format:
http://www.architectura.actapol.net/volume12/issue4/12_4_75.pdf

For citation:

MLA Parylak, Krzysztof. "SERVICEABILITY LIMIT STATE DESIGN IN RESPECT TO EUROCODE 7 REQUIREMENT." Acta Sci.Pol. Architectura 12.4 (2013): 75–84.
APA Parylak K. (2013). SERVICEABILITY LIMIT STATE DESIGN IN RESPECT TO EUROCODE 7 REQUIREMENT. Acta Sci.Pol. Architectura, 12 (4), 75–84
ISO 690 Parylak, Krzysztof. SERVICEABILITY LIMIT STATE DESIGN IN RESPECT TO EUROCODE 7 REQUIREMENT. Acta Sci.Pol. Architectura, 2013, 12.4: 75–84.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom12/zeszyt4/abstrakt-75.html