• UNI EN 1998-5 : 2005

    Current The latest, up-to-date edition.

    EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 5: FOUNDATIONS, RETAINING STRUCTURES AND GEOTECHNICAL ASPECTS

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    Published date:  31-12-2004

    Publisher:  Ente Nazionale Italiano di Unificazione (UNI)

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    Table of Contents - (Show below) - (Hide below)

    FOREWORD
    1 GENERAL
      1.1 SCOPE
      1.2 NORMATIVE REFERENCES
          1.2.1 General reference standards
      1.3 ASSUMPTIONS
      1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATIONS RULES
      1.5 TERMS AND DEFINITIONS
          1.5.1 Terms common to all Eurocodes
          1.5.2 Additional terms used in the present standard
      1.6 SYMBOLS
      1.7 S.I. UNITS
    2 SEISMIC ACTION
      2.1 DEFINITION OF THE SEISMIC ACTION
      2.2 TIME-HISTORY REPRESENTATION
    3 GROUND PROPERTIES
      3.1 STRENGTH PARAMETERS
      3.2 STIFFNESS AND DAMPING PARAMETERS
    4 REQUIREMENTS FOR SITTING AND FOR FOUNDATION SOILS
      4.1 SITTING
          4.1.1 General
          4.1.2 Proximity to seismically active faults
          4.1.3 Slope stability
          4.1.4 Potentially liquefiable soils
          4.1.5 Excessive settlements of soils under cyclic loads
      4.2 GROUND INVESTIGATION AND STUDIES
          4.2.1 General criteria
          4.2.2 Determination of the ground type for the definition
                of the seismic action
          4.2.3 Dependence of the soil stiffness and damping on the
                strain level
    5 FOUNDATION SYSTEM
      5.1 GENERAL REQUIREMENTS
      5.2 RULES FOR CONCEPTUAL DESIGN
      5.3 DESIGN ACTION EFFECTS
          5.3.1 Dependence on structural design
          5.3.2 Transfer of action effects to the ground
      5.4 VERIFICATIONS AND DIMENSIONING CRITERIA
          5.4.1 Shallow or embedded foundations
          5.4.2 Piles and piers
    6 SOIL-STRUCTURE INTERACTION
    7 EARTH RETAINING STRUCTURES
      7.1 GENERAL REQUIREMENTS
      7.2 SELECTION AND GENERAL DESIGN CONSIDERATIONS
      7.3 METHODS OF ANALYSIS
          7.3.1 General methods
          7.3.2 Simplified methods: pseudo-static analysis
      7.4 STABILITY AND STRENGTH VERIFICATIONS
          7.4.1 Stability of foundation soil
          7.4.2 Anchorage
          7.4.3 Structural strength
    ANNEX A (INFORMATIVE) TOPOGRAPHIC AMPLIFICATION FACTORS
    ANNEX B (NORMATIVE) EMPIRICAL CHARTS FOR SIMPLIFIED
                          LIQUEFACTION ANALYSIS
    ANNEX C (INFORMATIVE) PILE-HEAD STATIC STIFFNESSES
    ANNEX D (INFORMATIVE) DYNAMIC SOIL-STRUCTURE INTERACTION (SSI).
                          GENERAL EFFECTS AND SIGNIFICANCE
    ANNEX E (NORMATIVE) SIMPLIFIED ANALYSIS FOR RETAINING STRUCTURES
    ANNEX F (INFORMATIVE) SEISMIC BEARING CAPACITY OF SHALLOW FOUNDATIONS

    Abstract - (Show below) - (Hide below)

    Defines the requirements, criteria, and rules for the siting and foundation soil of structures for earthquake resistance.

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    Committee CT 21
    Development Note Supersedes UNI ENV 1998-5. (01/2005)
    Document Type Standard
    Publisher Ente Nazionale Italiano di Unificazione (UNI)
    Status Current
    Supersedes
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