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EN ISO 14688-2:2018

Current

Current

The latest, up-to-date edition.

Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification (ISO 14688-2:2017)

Published date

02-14-2018

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European foreword
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Principles of soil classifications
5 Other principles suitable for
  soil classification
Bibliography

ISO 14688-2:2017 specifies the basic principles for classification of those material characteristics most commonly used for soils for engineering purposes. It is intended to be read in conjunction with ISO 14688‑1, which gives rules for the identification and description of soils. The relevant characteristics could vary and therefore, for particular projects or materials, more detailed subdivisions of the descriptive and classification terms could be appropriate. Due to differences in local geological conditions, practices to enhance relevant classification criteria are used.The classification principles established in this document allow soils to be classified into groups of similar composition and geotechnical properties, based on the results of field and laboratory tests with respect to their suitability for geotechnical engineering purposes.ISO 14688-2:2017 is applicable to natural soil in situ, natural soil reworked artificially and synthetic materials. A more detailed classification specific to use in earthworks is given in EN 16907‑2.NOTE 1 Identification and description of rocks are covered by ISO 14689. Identification and description of materials intermediate between soil and rock are carried out using the procedures in ISO 14688‑1, this document and ISO 14689, as appropriate.NOTE 2 The identification and classification of soil for pedological purposes, as well as in the framework of measurements for soil protection and for remediation of contaminated areas, is covered by ISO 25177.

Committee
CEN/TC 341
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

ISO 17892-4:2016 Geotechnical investigation and testing Laboratory testing of soil Part 4: Determination of particle size distribution
ISO 22476-2:2005 Geotechnical investigation and testing Field testing Part 2: Dynamic probing
ISO/TS 17892-8:2004 Geotechnical investigation and testing Laboratory testing of soil Part 8: Unconsolidated undrained triaxial test
ISO/TS 17892-9:2004 Geotechnical investigation and testing Laboratory testing of soil Part 9: Consolidated triaxial compression tests on water-saturated soils
ISO 17892-5:2017 Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test
ISO 14688-1:2002 Geotechnical investigation and testing Identification and classification of soil Part 1: Identification and description
ISO 22476-4:2012 Geotechnical investigation and testing Field testing Part 4: Mnard pressuremeter test
ISO 22476-1:2012 Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test
ISO 17892-2:2014 Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of bulk density
ISO/TS 17892-10:2004 Geotechnical investigation and testing Laboratory testing of soil Part 10: Direct shear tests
ISO 17892-6:2017 Geotechnical investigation and testing Laboratory testing of soil Part 6: Fall cone test
ISO 17892-1:2014 Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content
ISO 22476-3:2005 Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test
ISO/TS 17892-11:2004 Geotechnical investigation and testing Laboratory testing of soil Part 11: Determination of permeability by constant and falling head
ISO/TS 17892-12:2004 Geotechnical investigation and testing Laboratory testing of soil Part 12: Determination of Atterberg limits
ISO/TS 17892-7:2004 Geotechnical investigation and testing Laboratory testing of soil Part 7: Unconfined compression test on fine-grained soils
ISO 25177:2008 Soil quality Field soil description

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