ENV 1993-5 : 1998

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.