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  • ISO/TS 17892-9:2004

    Withdrawn A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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    Geotechnical investigation and testing Laboratory testing of soil Part 9: Consolidated triaxial compression tests on water-saturated soils

    Available format(s):  Hardcopy, PDF 1 User, PDF 3 Users, PDF 5 Users, PDF 9 Users

    Withdrawn date:  13-03-2019

    Language(s): 

    Published date:  21-10-2004

    Publisher:  International Organization for Standardization

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    Abstract - (Show below) - (Hide below)

    ISO/TS 17892-9:2004 covers the determination of stress-strain relationships and effective stress paths for a cylindrical, water-saturated specimen of undisturbed, remoulded or reconstituted soil when subjected to an isotropic or an anisotropic stress under undrained or drained conditions and thereafter sheared under undrained or drained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2. The test methods provide data that are appropriate to present tables and plots of stress versus strain, and effective stress paths.

    Special procedures such as:

    a) Tests with lubricated ends;

    b) tests with local measurement of strain or local measurement of pore pressure;

    c) tests without rubber membranes;

    d) extension tests;

    e) shearing where cell pressure varies;

    f) shearing at constant volume (no pore pressure change)

    are not covered.

    The conventional triaxial apparatus is not well suited for measurement of the initial moduli at very small strains. However, strains halfway up to failure are considered to be large enough to be measured in conventional triaxial cells.

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

    Committee ISO/TC 182
    Development Note DRAFT ISO/DIS 17892-9 is also available for this standard. (07/2016)
    Document Type Technical Specification
    Publisher International Organization for Standardization
    Status Withdrawn
    Superseded By

    Standards Referenced By This Book - (Show below) - (Hide below)

    BS EN ISO 19901-8:2015 Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations
    EN ISO 14688-2:2018 GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2017)
    ISO 14688-2:2017 Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification
    15/30329101 DC : 0 BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL
    ISO 19901-8:2014 Petroleum and natural gas industries Specific requirements for offshore structures Part 8: Marine soil investigations
    CSA ISO 19901-8 : 2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
    CSA ISO 19901-8:15 (R2020) Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01)
    15/30326284 DC : 0 BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS
    EN ISO 19901-8 : 2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014)
    PREN 16907-6 : DRAFT 2015 EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL
    13/30257183 DC : 0 BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
    I.S. EN ISO 19901-8:2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014)
    I.S. EN ISO 14688-2:2018 GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2017)

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

    ISO/TS 17892-2:2004 Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of density of fine-grained soil
    ISO/TS 17892-4:2004 Geotechnical investigation and testing Laboratory testing of soil Part 4: Determination of particle size distribution
    ISO/TS 17892-3:2004 Geotechnical investigation and testing Laboratory testing of soil Part 3: Determination of particle density Pycnometer method
    ISO/TS 17892-1:2004 Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content
    EN ISO/TS 17892-4 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION
    EN ISO/TS 17892-3 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY - PYCNOMETER METHOD
    ISO/TS 17892-6:2004 Geotechnical investigation and testing Laboratory testing of soil Part 6: Fall cone test
    EN ISO/TS 17892-5 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST
    EN ISO/TS 17892-6 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST
    EN ISO/TS 17892-2 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE GRAINED SOIL
    ISO/TS 17892-5:2004 Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test
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