CEN ISO/TS 17892-1:2004
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
03-07-2023
10-15-2004
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Withdrawn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 |
| UNI CEN ISO/TS 17892-1 : 2005 | 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 |
| UNI CEN ISO/TS 17892-8 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| 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 |
| UNI CEN ISO/TS 17892-12 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 12: DETERMINATION OF ATTERBERG LIMITS |
| UNI CEN ISO/TS 17892-2 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE-GRAINED SOIL |
| 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 |
| UNI CEN ISO/TS 17892-7 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE- GRAINED SOIL |
| 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 |
| UNI CEN ISO/TS 17892-10 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 10: DIRECT SHEAR TESTS |
| 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 |
| UNI EN 1997-2 : 2007 | EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
| 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 |
| UNI CEN ISO/TS 17892-4 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| 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 1997-2:2007/AC:2010 | EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
| 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 |
| UNI CEN ISO/TS 17892-5 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| 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 |
| UNI CEN ISO/TS 17892-9 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOIL |
| BS EN 1997-2:2007 | Eurocode 7. Geotechnical design Ground investigation and testing |
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