CEN ISO/TS 17892-1:2004
Withdrawn
View Superseded by
Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO/TS 17892-1:2004)
10-15-2004
03-07-2023
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Equipment
5 Test procedure
6 Test results
7 Test report
Annex A (informative) Explanations
Bibliography
ISO/TS 17892-1:2004 specifies the laboratory determination of the water (moisture) content of a soil test specimen by oven-drying within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2. The water content is required as a guide to classification of natural soils and as a control criterion in re-compacted soils and is measured on samples used for most field and laboratory tests. The oven-drying method is the definitive procedure used in usual laboratory practice.The practical procedure for determining the water content of a soil is to determine the mass of water removed by drying the moist soil (test specimen) to a constant mass in a drying oven controlled at a given temperature, and to use this value as the mass of water in the test specimen related to the mass of solid particles. The mass of soil remaining after oven-drying is used as the mass of the solid particles.
| Committee |
CEN/TC 341
|
| DocumentType |
Technical Specification
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Withdrawn
|
| SupersededBy |
| Standards | Relationship |
| NEN NPR CEN ISO/TS 17892-1 : 2006 | Identical |
| PKN CEN ISO/TS 17892-1 : 2009 | Identical |
| DIN ISO/TS 17892-1:2005-01 | Identical |
| XP CEN ISO/TS 17892-1 : 2005 XP | Identical |
| ISO/TS 17892-1:2004 | Identical |
| I.S. CEN ISO TS 17892-1:2004 | Identical |
| 14/30295176 DC : 0 | BS EN ISO 17892-3 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY |
| I.S. CEN ISO TS 17892-9:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER-SATURATED SOILS |
| 14/30295181 DC : 0 | BS EN ISO 17892-4 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| I.S. CEN ISO TS 17892-10:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 10: DIRECT SHEAR TESTS |
| 09/30128274 DC : 0 | NA TO BS EN 1997-2 - UK NATIONAL ANNEX TO EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
| I.S. CEN ISO TS 17892-7:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE-GRAINED SOILS |
| I.S. CEN ISO TS 17892-4:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| 15/30329101 DC : 0 | BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
| I.S. CEN ISO TS 17892-2:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE-GRAINED SOIL |
| EN ISO/TS 17892-9 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOIL |
| EN ISO/TS 17892-2 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE GRAINED SOIL |
| I.S. EN 1997-2:2007 | EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
| BS EN 1997-2 NA : 2007 | UK NATIONAL ANNEX TO EUROCODE 7: GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
| PREN 16907-6 : DRAFT 2015 | EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
| DIN EN 1997-2:2010-10 | Eurocode 7: Geotechnical design - Part 2: Ground investigation and testing (includes Corrigendum AC:2010) |
| EN ISO/TS 17892-10 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 10: DIRECT SHEAR TESTS |
| EN ISO/TS 17892-5 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| EN ISO/TS 17892-4 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| EN ISO/TS 17892-12 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 12: DETERMINATION OF ATTERBERG LIMITS |
| EN ISO/TS 17892-8 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| EN ISO/TS 17892-7 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE GRAINED SOILS |
| I.S. CEN ISO TS 17892-12:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 12: DETERMINATION OF ATTERBERG LIMITS |
| I.S. CEN ISO TS 17892-8:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| I.S. CEN ISO TS 17892-5:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| BS EN 1997-2:2007 | Eurocode 7. Geotechnical design Ground investigation and testing |