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EN 1993-5:2025

Eurocode 3 - Design of steel structures - Part 5: Piling

Edition date: 2025-10-15
In Force
Available languages: English
Summary: 1.1 Scope of EN 1993 5 (1) This document provides rules for the structural design of bearing piles and sheet piles made of steel. (2) This document provides rules for the structural design of steel elements for foundations and retaining structures constructed using steel piles. (3) This document is applicable to: — steel piled foundations for civil engineering works on land and over water; — temporary or permanent structures needed to carry out steel piling work; — temporary and permanent retaining structures made of continuous steel piling. (4) This document does not apply to: — offshore platforms; — dolphins; — ground reinforcing elements. NOTE Ground reinforcing elements include rock bolts, soil nails, sprayed concrete, wire mesh and facing elements. (5) This document does not cover the following aspects: — geotechnical design; — seismic design. NOTE 1 For geotechnical design, see EN 1997 (all parts). NOTE 2 For the effects of ground movement caused by earthquakes, see EN 1998 (all parts). (6) This document provides methods for design by calculation and for design assisted by testing. 1.2 Assumptions (1) Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1993 1 (all parts) and EN 1997 (all parts) apply. (2) The design methods given in EN 1993 5 are applicable if — the execution quality for steel piles is as specified in EN 12063, EN 12699, EN 14199; and — the execution quality for associated steel elements (such as bracing, anchors, waling, etc.) is as specified in EN 1090 2, EN 1537; and — the execution quality for concreting of bearing piles is as specified in EN 1536; and — the construction materials and products used are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications. (3) The methods for design by calculation apply only within the stated ranges of material properties and geometric proportions, for which sufficient experience and test evidence is available. These limitations do not apply to design assisted by testing.

(1) Dieses Dokument enthält Regeln für den Entwurf, die Bemessung und die Konstruktion von Tragpfählen und Spundbohlen aus Stahl. (2) Dieses Dokument enthält Regeln für den Entwurf, die Bemessung und die Konstruktion von Stahlelementen für Gründungen und Stützwandkonstruktionen, die mithilfe von Stahlpfählen errichtet werden. (3) Dieses Dokument gilt für: — Stahlpfahlgründungen für Ingenieurbauwerke an Land und im Wasser; — temporär oder dauerhaft errichtete Konstruktionen, die Ausführungen mit Stahlpfählen oder Stahlspundwänden erfordern; — temporär und dauerhaft errichtete Stützwandkonstruktionen aus durchlaufenden Stahlpfählen. (4) Dieses Dokument gilt nicht für: — Bohrplattformen; — Dalben; — Bodenbewehrungselemente. ANMERKUNG Zu den Bodenbewehrungselementen gehören Felsanker, Bodennägel, Spritzbeton, Bewehrungsmatten und Verkleidungselemente. (5) Dieses Dokument behandelt nicht die folgenden Aspekte: — Entwurf, Berechnung und Bemessung in der Geotechnik; — Auslegung gegen Erdbeben. ANMERKUNG 1 Für den Entwurf, die Berechnung und die Bemessung in der Geotechnik siehe EN 1997 (alle Teile). ANMERKUNG 2 Für die Auswirkungen von Bodenbewegungen infolge Erdbeben siehe EN 1998 (alle Teile). (6) Dieses Dokument enthält Verfahren für den rechnerischen Nachweis und die versuchsgestützte Bemessung. 1.2 Voraussetzungen (1) Sofern nicht ausdrücklich anders angegeben, gelten EN 1990, EN 1991 (alle Teile), EN 1993 1 (alle Teile) und EN 1997 (alle Teile). (2) Die in EN 1993 5 angegebenen Bemessungsverfahren sind dann anwendbar, wenn — die Qualität der Bauausführung für Stahlpfähle den Festlegungen von EN 12063, EN 12699 und EN 14199 entspricht, und — die Qualität der Bauausführung für die zugehörigen Stahlelemente (wie Aussteifungen, Anker, Gurtungen usw.) den Festlegungen von EN 1090 2 und EN 1537 entspricht, und — die Qualität der Bauausführung beim Betonieren von Tragpfählen den Festlegungen von EN 1536 entspricht, und — die verwendeten Baustoffe und -produkte den Festlegungen der zutreffenden Teile von EN 1993 (alle Teile) oder den maßgebenden Werkstoff- und Produktspezifikationen entsprechen. (3) Die Verfahren für den rechnerischen Nachweis gelten nur innerhalb der angegebenen Bereiche der Werkstoffeigenschaften und geometrischen Eigenschaften, für die ausreichend Erfahrung und Nachweise durch Prüfungen vorliegen. Diese Beschränkungen gelten nicht für die versuchsgestützte Bemessung.
ICS: 91.010.30-Technical aspects, 91.080.13-Steel structures
CTN: CEN/TC 250 - 6231

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