• NS EN 14679 : 1ED 2005

    Current The latest, up-to-date edition.

    EXECUTION OF SPECIAL GEOTECHNICAL WORKS - DEEP MIXING

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    Published date:  12-01-2013

    Publisher:  Norwegian Standards (Norges Standardiseringsforbund)

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

    1 Scope
    2 Normative references
    3 Terms and definitions
    4 Information needed for the execution of the work
       4.1 General
       4.2 Particular requirements
    5 Geotechnical investigation
       5.1 General
       5.2 Specific information
    6 Materials and products
       6.1 General
       6.2 Special considerations
    7 Considerations related to design
       7.1 General
       7.2 Additional design considerations
       7.3 Selection of the binder and the additives
       7.4 Laboratory and in-situ mixing and treatment tests
       7.5 Design statement
    8 Execution
       8.1 Method statement
       8.2 Preparation of the site
       8.3 Field trials
       8.4 Execution tolerances
            8.4.1 General
       8.5 Quality control and quality assurance
       8.6 Deep mixing
            8.6.1 General
            8.6.2 Dry mixing
            8.6.3 Wet mixing
       8.7 Installation of structural reinforcement
    9 Supervision, testing and monitoring
       9.1 General
       9.2 Supervision
       9.3 Testing
       9.4 Monitoring
       9.5 Performance of the treated soil
       9.6 Other aspects
    10 Records
       10.1 Records during construction
       10.2 Records at the completion of the work
    11 Special requirements
       11.1 General
       11.2 Safety
       11.3 Environmental protection
       11.4 Impact on adjacent structures
    Annex A (informative) Practical aspects of deep mixing
       A.1 Introduction
       A.2 Fields of application
       A.3 Execution
            A.3.1 General
            A.3.2 Dry mixing
            A.3.3 Wet mixing
            A.3.4 Patterns of installation
            A.3.5 Hybrid methods
       A.4 Construction considerations
    Annex B (informative) Aspects of design
       B.1 General
            B.1.1 Scope
            B.1.2 Application
       B.2 Design principles
       B.3 Execution process of deep mixing
       B.4 Choice of binder
       B.5 Testing
            B.5.1 General
            B.5.2 Laboratory testing
            B.5.3 Field testing
       B.6 Correlation of various properties of treated soil
            B.6.1 Field strength and laboratory strength
            B.6.2 Correlation between mechanical characteristics and
                  unconfined compressive strength
       B.7 Aspects of design
            B.7.1 Stability
            B.7.2 Settlement
            B.7.3 Confinement
    Annex C (informative) Degree of obligation of the provision
    Bibliography

    Abstract - (Show below) - (Hide below)

    Defines general principles for the execution, testing, supervision and monitoring of deep mixing works carried out by two different methods: dry mixing and wet mixing.

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    Document Type Standard
    Publisher Norwegian Standards (Norges Standardiseringsforbund)
    Status Current
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