I.S. EN ISO 14688-2:2018
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)
Hardcopy , PDF
English
01-01-2018
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National Foreword
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
Describes the basic principles for classification of those material characteristics most commonly used for soils for engineering purposes.
| DocumentType |
Standard
|
| Pages |
28
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Current
|
| Supersedes |
| Standards | Relationship |
| DIN EN ISO 14688-2:2016-07 (Draft) | Identical |
| NF EN ISO 14688-2 : 2005 AMD 1 2013 | Identical |
| UNE-EN ISO 14688-2:2006 | Identical |
| BS EN ISO 14688-2 : 2004 | Identical |
| SN EN ISO 14688-2 : 2006 | Identical |
| NBN EN ISO 14688-2 : 2004 AMD 1 2013 | Identical |
| ISO 14688-2:2004 | Identical |
| ISO 14688-2:2017 | Identical |
| EN ISO 14688-2:2018 | Identical |
| UNI EN ISO 14688-2 : 2013 | 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 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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