ISO 14688-2:2017
Current
The latest, up-to-date edition.
Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification
Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users
French, English
12-12-2017
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 |
ISO/TC 182
|
DevelopmentNote |
Supersedes ISO/DIS 14688-2. (12/2017)
|
DocumentType |
Standard
|
Pages |
12
|
PublisherName |
International Organization for Standardization
|
Status |
Current
|
Supersedes |
Standards | Relationship |
EN ISO 14688-2:2018 | Identical |
I.S. EN ISO 14688-2:2004 | Identical |
I.S. EN ISO 14688-2:2018 | Identical |
UNE-EN ISO 14688-2:2019 | Identical |
PN-EN ISO 14688-2:2018-05 | Identical |
ÖNORM EN ISO 14688-2: 2019 10 15 | Identical |
DIN EN ISO 14688-2:2018-05 | Identical |
SS-EN ISO 14688-2 : 2018 | Identical |
NF EN ISO 14688-2 : 2018 | Identical |
BS EN ISO 14688-2 : 2004 | Identical |
ONORM EN ISO 14688-2 : 2018 | Identical |
UNI EN ISO 14688-2 : 2018 | Identical |
DIN EN ISO 14688-2:2020-11 | Identical |
NEN-EN-ISO 14688-2:2019+NEN 8991:2020 | Identical |
PN-EN ISO 14688-2:2018-05/Ap1:2024-07 | Identical |
BS EN ISO 14688-2:2018 | Identical |
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 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 |
PREN 16907-2 : DRAFT 2015 | EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS |
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