ISSMGE - ETC 3 International Symposium on Design of Piles in Europe. Leuven, Belgium, 28 & 29 April 2016 Design of piles – German practice Christian Moormann University of Stuttgart, Institute for Geotechnical Engineering, Germany,
[email protected] [email protected] ABSTRACT Germany has a long tradition of standardization with regard to the execution and design of pile foundations and other pile systems. With the introduction of Eurocode 7 the principle of partial safety factor approach have replaced the global safety factor approach so far used for pile design as well as for other geotechnical design since many decades. In consequence the existing standards and recommend- ations were revised and adapted to the new European regulations. After a transition period with German codes adapted to the partial safety factor approach, Eurocode 7-1 in combination with the National Annex and with DIN 1054:2010-12 including national supplementary rules to EC7-1 – all three together called ´German Handbook EC 7 - Part 1´, are the basis for geotechnical design and as well for execution and design of pile foundations in Germany; they are implemented as binding building regulations since 2012. Additional guidance for pile design and execution is provided by the ´Recommendations on Piling (EA-Pfähle)´ which were elaborated by the German Piling Committee. These recommendations firstly published in 2007 are now well-established as best practice regulations and provide comprehensive support for all aspects of pile design covering also specific issues like negative skin friction, group effects, cyclic and dynamic loading etc. This combination of standards and recommendations reflects also the German basic understanding that standards should focus on the principles of design and safety concepts whereas recommendations might provide more detailed support for engineering practice e.g.