ENV 1993-5 : 1998
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING
02-01-2007
01-12-2013
Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application rules
1.3 Normative references
1.4 Definitions
1.5 Symbols
1.6 Convention for sheet pile axes
1.7 Terminology
2 Basis of design
2.1 General
2.2 Serviceability limit state criteria
2.3 Ultimate limit state criteria
2.4 Site investigation and soil parameters
2.5 Analysis
2.6 Durability
2.7 Driveability
3 Material properties
3.1 General
3.2 Bearing piles
3.3 Hot rolled steel sheet piles
3.4 Cold formed steel sheet piles
3.5 Sections used for waling and bracing
3.6 Connecting devices
3.7 Steel members used for anchors
3.8 Steel members used for combined walls
3.9 Fracture toughness
4 Serviceability limit states
4.1 Basis
4.2 Displacements of retaining walls
4.3 Displacements of bearing piles
4.4 Structural aspects of steel sheet piling
5 Ultimate limit states
5.1 Basis
5.2 Sheet piling
5.3 Bearing piles
5.4 High modulus walls
5.5 Combined walls
6 Anchors, waling, bracing and connections
6.1 General
6.2 Anchorages
6.3 Waling and bracing
6.4 Connections
7 Execution
7.1 General
7.2 Steel sheet piling
7.3 Bearing piles
7.4 Anchorages
8 Design assisted by testing
8.1 General
8.2 Steel sheet piling
8.3 Bearing piles
8.4 Anchorages
Annex A [normative] Thin walled steel sheet piling
A.1 General
A.2 Basis of design
A.3 Properties of materials and cross-sections
A.4 Local buckling
A.5 Resistance of cross sections
A.6 Design by calculation
A.7 Design assisted by testing
Annex B [Informative] Testing procedures
B.1 General
B.2 Strength of the crimps for U-piles
B.3 Interlock strength of straight web steel sheer piles
B.4 Testing of thin walled steel sheet piles
Annex C [informative] Ground movements associated with piling
C.1 General
C.2 Round movements due to installation
C.3 Movements due to excavation in front of retaining walls
C.4 Assessment of the effects of ground movement
C.5 Monitoring
C.6 References
Annex D [informative] Guidance for design of steel bearing piles
D.1 General
D.2 Design procedures
D.3 Ultimate limit states
D.4 Serviceability limit states
D.5 References
Annex E [informative] Guidance for the design of steel sheet
piling
E.1 General
E.2 Design aspects
E.3 Stepwise design procedure
E.4 Structural aspects
E.5 Effective cross-sectional data for sheet piles in bending
E.6 References
Annex F [informative] Guidance on corrosion rates
F.1 General
F.2 Bearing piles
F.3 Sheet piling
Annex G [informative] Special aspects of combined walls
G.1 Geotechnical aspects
G.2 Tubular piles used as primary elements
G.3 I-sections used as primary elements
Provides principles and application rules for the structural design of bearing piles and sheet piles made of steel.
Committee |
TC 250
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
Standards | Relationship |
DIN V ENV 1993-5:2000-10 | Identical |
I.S. ENV 1993-5:1998 | Identical |
UNI ENV 1993-5 : 2002 | Identical |
NEN NVN ENV 1993-5 : 1998 | Identical |
NBN ENV 1993-5 : 1998 | Identical |
PNE-ENV 1993-5 | Identical |
I.S. EN 10219-2:2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
UNI EN 10219-2 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
BS EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties |
I.S. ENV 1993-2:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
BS EN 12063:1999 | Execution of special geotechnical work. Sheet pile walls |
ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
EN 12063:1999 | Execution of special geotechnical work - Sheet-pile walls |
I.S. EN 12063:1999 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - SHEET-PILE WALLS |
ENV 1997-1 : 1994 | EUROCODE 7: GEOTECHNICAL DESIGN - GENERAL RULES |
EN 10002-1 : 2001 | METALLIC MATERIALS - TENSILE TESTING - PART 1: METHOD OF TEST AT AMBIENT TEMPERATURE |
ENV 1994-2 : DRAFT 97 | EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: COMPOSITE BRIDGES |
I.S. ENV 1993-1-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-5: GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING |
ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
EN 10137-1 : 1995 | PLATES AND WIDE FLATS MADE OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED OR PRECIPITATION HARDENED CONDITIONS - GENERAL DELIVERY CONDITIONS |
I.S. ENV 1991-2-2:1996 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 2-2: ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES EXPOSED TO FIRE |
I.S. ENV 1993-1-3:1996 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
I.S. ENV 1993-2:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
EN 10248-1:1995 | Hot rolled sheet piling of non alloy steels - Part 1: Technical delivery conditions |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
ENV 1993-1-5 : DRAFT 97 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING |
I.S. ENV 1991-3:1995 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 3: TRAFFIC LOADS ON BRIDGES |
EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 10113-1 : 1993 | HOT ROLLED PRODUCTS IN WELDABLE FINE GRAIN STRUCTURAL STEELS - GENERAL DELIVERY CONDITIONS |
EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 10027-1:2016 | Designation systems for steels - Part 1: Steel names |
ENV 1998-1-1 : 1994 | EUROCODE 8: DESIGN PROVISIONS FOR EARTHQUAKE RESISTANCE OF STRUCTURES - GENERAL RULES - SEISMIC ACTIONS AND GENERAL REQUIREMENTS FOR STRUCTURES |
ENV 1993-1-3:1996/AC:1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
I.S. ENV 1992-1-1:1992 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
I.S. ENV 1991-1:1995 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 1: BASIS OF DESIGN |
ENV 1993-1-2 : DRAFT 95 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
EN 10249-1:1995 | Cold formed sheet piling of non alloy steels - Part 1: Technical delivery conditions |
PREN 1536 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
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