Eurocode 7: Geotechnical design - Part 1: General rules

TC - Technical and editorial modifications to the English mother standard (in Subclauses 1 and 2, 6 to 11 and in Annexes A, B and F + new version of the entire Annex C).
2013: Originator of XML version: first setup pilot of CCMC in 2012

Eurocode 7 - Entwurf, Berechnung und Bemessung in der Geotechnik - Teil 1: Allgemeine Regeln

Eurocode 7: Calcul géotechnique - Partie 1: Règles générales

Evrokod 7: Geotehnično projektiranje - 1. del: Splošna pravila

EN 1997-1 naj se uporablja kot splošna osnova za geotehnične vidike projektiranja stavb in gradbenih inženirskih objektov. EN 1997-1 obravnava naslednje teme:
1. poglavje: Splošno
2. poglavje: Osnove geotehničnega projektiranja
3. poglavje: Geotehnični podatki
4. poglavje: Nadzor gradnje, tehnično opazovanje in vzdrževanje
5. poglavje: Nasutje, odvodnjavanje, poboljšanje in armiranje tal
6. poglavje: Plitvo temeljenje
7. poglavje: Temeljenje na pilotih
8. poglavje: Sidra
9. poglavje: Podporne konstrukcije
10. poglavje: Hidravlične porušitve
11. poglavje: Globalna stabilnost
12. poglavje: Nasip

General Information

Status
Withdrawn
Publication Date
17-Feb-2009
Withdrawal Date
21-Mar-2023
Current Stage

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Corrigendum
EN 1997-1:2005/AC:2009
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 7 - Entwurf, Berechnung und Bemessung in der Geotechnik - Teil 1: Allgemeine RegelnEurocode 7: Calcul géotechnique - Partie 1: Règles généralesEurocode 7: Geotechnical design
- Part 1: General rules93.020Zemeljska dela. Izkopavanja. Gradnja temeljev. Dela pod zemljoEarthworks. Excavations. Foundation construction. Underground works91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1997-1:2004/AC:2009SIST EN 1997-1:2005/AC:2009en,de01-maj-2009SIST EN 1997-1:2005/AC:2009SLOVENSKI
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SIST EN 1997-1:2005/AC:2009



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1997-1:2004/AC
February 2009
Février 2009
Februar 2009 ICS 93.020; 91.010.30 English version Version Française Deutsche Fassung
Eurocode 7: Geotechnical design
- Part 1: General rules
Eurocode 7: Calcul géotechnique - Partie 1: Règles générales
Eurocode 7 - Entwurf, Berechnung und Bemessung in der Geotechnik - Teil 1: Allgemeine Regeln This corrigendum becomes effective on 18 February 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 18 février 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 18.Februar 2009 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier aux membres nationaux du CEN. Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedern von CEN vorbehalten. Ref. No.:EN 1997-1:2004/AC:2009 D/E/FSIST EN 1997-1:2005/AC:2009



EN 1997-1:2004/AC:2009 (E) 2 1 Modification to Foreword Last subpart "National Annex for EN 1997-1", last paragraph including the list of national choice, add between "2.4.7.1(3)" and "2.4.7.2(2)P":
"2.4.7.1(4), 2.4.7.1(5), 2.4.7.1(6)"
and between "8.6(4)" and "11.5.1(1)P": "10.2 (3)". 2 Modification to Subclause 1.1.2
Part (3), 1st indent, replace: "partial safety factor" with "partial factor". 3 Modifications to Subclause 1.6 Part "Latin letters":
Read the explanation of the following symbols as follows: "A’ effective base area (A’= B’ × L’)" "qb;k characteristic value of unit base resistance" "qs;i;k characteristic value of unit shaft resistance in stratum i". Replace as symbol for "width of a foundation": "b" with "B". Replace in the explanation of "Cd": “effect of an action” with “relevant serviceability criterion”. Replace as symbol for "foundation length": "l" with "L". Insert the following symbol in the list after "qs;r;k": "qu unconfined compressive strength". Part "Greek letters": Read the explanation of the following symbols as follows: "γR;e partial factor for passive earth resistance" "γQ;dst partial factor for a variable destabilising action" "γQ;stb partial factor for a variable stabilising action". 4 Modification to Subclause 2.1
Part (17), replace: “soil” with “ground”. SIST EN 1997-1:2005/AC:2009



EN 1997-1:2004/AC:2009 (E) 3 5 Modification to Subclause 2.4.2
Part (4), 3rd dash, delete: “and ground-water pressure”. 6 Modifications to Subclause 2.4.7.1
Part (4), add the following note: “NOTE The values of partial factors may be set by the National Annex.” Part (5), add the following note: “NOTE The values of partial factors may be set by the National Annex.” Part (6), add the following note: “NOTE The values of model factors may be set by the National Annex.” 7 Modification to Subclause 6.5.3
Part (11)P, replace in formulas (6.4a) and (6.4b): "Ac" with "A’ ". 8 Modification to Subclause 7.1
Part (3)P, delete the "NOTE" and add: " — EN 14199:2005, for micropiles". 9 Modification to Subclause 7.6.2.1
Part (13), 2nd dash, replace: “cross-sectional” with “gross cross-sectional”. 10 Modification to Subclause 7.6.3.3
Part (6), "NOTE", replace: "from" with "in". 11 Modifications to Subclause 7.6.4.2
Part (1)P, replace: "partial safety factors" with "partial factors". Part (4), replace: "assessed on" with "assessed on the basis of”. 12 Modifications to Subclause 7.8
Part (4)P, replace: “very weak” with “extremely low strength fine”. Part (5), replace: “representative, undrained” with “characteristic”. SIST EN 1997-1:2005/AC:2009



EN 1997-1:2004/AC:2009 (E) 4 13 Modification to Subclause 7.9
Part (4), add after "EN 12699:2000,": "EN 14199:2005,"; and delete the final "NOTE". 14 Modifications to Subclause 8.1.1
Part (3): Replace: "(3)" with "(3)P". Replace the sentence: "This Section should not be applied to soil nails." with the following: “This Section does not apply to soil nails." 15 Modificati
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