• EN 14731:2005

    Current The latest, up-to-date edition.

    Execution of special geotechnical works - Ground treatment by deep vibration

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    Published date:  28-09-2005

    Publisher:  Comite Europeen de Normalisation

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

    Foreword
    1 Scope
    2 Normative references
    3 Terms and definitions
    4 Information needed for the execution of the work
       4.1 General
       4.2 Special features for ground treatment by deep
            vibration
    5 Geotechnical investigation
       5.1 General
       5.2 Specific aspects for deep vibratory compaction
       5.3 Specific aspects for vibrated stone columns
    6 Materials and products
       6.1 General
       6.2 Materials for deep vibratory compaction
       6.3 Materials for vibrated stone columns
    7 Considerations related to design
       7.1 General
       7.2 Selection of treatment method
       7.3 Design verification
       7.4 Extent and layout of treatment
       7.5 Sequence of treatment
    8 Execution
       8.1 General
       8.2 Site preparation
       8.3 Setting out
       8.4 Treatment
    9 Supervision, testing and monitoring
       9.1 Supervision and monitoring
       9.2 Testing
    10 Records
       10.1 Records in connection with the execution of the
            ground treatment
       10.2 Records at completion of the ground treatment
    11 Special requirements
       11.1 General
       11.2 Safety
       11.3 Environmental protection
       11.4 Impact on adjacent structures
    Annex A (informative) Deep vibratory compaction
    Annex B (informative) Installation of vibrated stone
                          columns
       B.1 General
       B.2 Dry top-feed process
       B.3 Wet process
       B.4 Dry bottom-feed process
    Bibliography

    Abstract - (Show below) - (Hide below)

    his European Standard is applicable to the planning, execution, testing and monitoring of ground treatment by deep vibration achieved by depth vibrators and compaction probes.The following types of treatment are covered by this European Standard:deep vibratory compaction to densify the existing ground;vibrated stone columns to form a stiffened composite ground structure by the insertion of granular material which itself shall be densified. Generally, stone columns have a diameter greater than 0,6 m and lower than 1,2 m.The following treatment methods are covered by this European Standard:methods in which depth vibrators, containing oscillating weights which cause horizontal vibrations, are inserted into the ground;methods in which compaction probes are inserted into the ground using a vibrator which remains at the ground surface and which in most cases oscillates in a vertical mode.Treatment methods are outlined in Annexes A and B.The following treatment methods, among others, are not included in this European Standard:methods in which sand or stone columns are installed by means of impact or top vibratory driven casing;methods in which very stiff columns are formed either by the addition of cement to granular material or by the use of concrete or any other binder;dynamic compaction and other methods in which some form of treatment is applied to the ground surface;explosive compaction.

    General Product Information - (Show below) - (Hide below)

    Committee CEN/TC 288
    Document Type Standard
    Publisher Comite Europeen de Normalisation
    Status Current

    Standards Referencing This Book - (Show below) - (Hide below)

    EN 996:1995+A3:2009 Piling equipment - Safety requirements
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    EN 1097-1:2011 Tests for mechanical and physical properties of aggregates - Part 1: Determination of the resistance to wear (micro-Deval)
    EN 1997-1:2004/A1:2013 EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES
    EN 1990:2002/A1:2005/AC:2010 EUROCODE - BASIS OF STRUCTURAL DESIGN
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