Affiliation:
1. TITAN POLSKA Sp. Z o.o. Miłkowskiego 3/801 30‐340 Krakow Poland
2. Dietz Geotechnik Consult GmbH Zur Bredharter Heide 22 D‐40723 Hilden Germany
3. KTH Royal Institute of Technology Division of Soil and Rock Mechanics Brinellvägen 23 100 44 Stockholm Sweden
4. Cerema Complexe scientifique de Rangueil 1 Av. du Colonel Roche 31400 Toulouse France
Abstract
AbstractIn 2025 the new generation of the Eurocode 7 will be introduced and set a framework for geotechnical design for the next 20 years. As Eurocode 7 is an essential design code, the changes will affect numerous practising geotechnical Engineers. The paper provides an overview of significant changes in rock engineering design introduced in the new EN 1997 part 3, considering limit state design, durability, reliability, testing and other crucial design aspects. It focuses on the anchor clause revision and first introduced design rules for rock bolts and soil‐nailed structures. The improvements described include distinguishing between different tension supporting elements that have often been confused. Furthermore, the provisions for groundwater control measures influencing the working condition and limit states for all other geotechnical systems that have not yet been comprehensively addressed in the current Eurocode 7 are also clarified. Finally, the design of the described geotechnical structure will also be strongly affected by changes in the overall philosophy of the Eurocodes, which is also explained.
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Cited by
5 articles.
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