ISO/TS 17892-1:2004
Withdrawn
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Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content
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15-03-2019
21-10-2004
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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.
| DevelopmentNote |
DRAFT ISO/DIS 17892-1 is also available for this standard. (02/2013)
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| DocumentType |
Technical Specification
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| Pages |
6
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| PublisherName |
International Organization for Standardization
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| Status |
Withdrawn
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| SupersededBy |
| Standards | Relationship |
| NBN CEN ISO/TS 17892-1 : 2005 | Identical |
| NEN NPR CEN ISO/TS 17892-1 : 2006 | Identical |
| I.S. CEN ISO TS 17892-1:2004 | Identical |
| PKN CEN ISO/TS 17892-1 : 2009 | Identical |
| UNI CEN ISO/TS 17892-1 : 2005 | Identical |
| CEN ISO/TS 17892-1:2004 | Identical |
| XP CEN ISO/TS 17892-1 : 2005 XP | Identical |
| DIN ISO/TS 17892-1:2005-01 | Identical |
| UNI CEN ISO/TS 17892-8 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| 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 |
| I.S. CEN ISO TS 17892-10:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 10: DIRECT SHEAR TESTS |
| 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 |
| BS EN ISO 19901-8:2015 | Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations |
| I.S. CEN ISO TS 17892-4:2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| 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 |
| ISO/TS 17892-10:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 10: Direct shear tests |
| ISO 19901-8:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations |
| ISO/TS 17892-9:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 9: Consolidated triaxial compression tests on water-saturated soils |
| CSA ISO 19901-8 : 2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
| CSA ISO 19901-8:15 (R2020) | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01) |
| 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 ISO 19901-8:2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014) |
| UNI CEN ISO/TS 17892-4 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| ISO/TS 17892-7:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 7: Unconfined compression test on fine-grained soils |
| ISO/TS 17892-2:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of density of fine-grained soil |
| ISO/TS 17892-12:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 12: Determination of Atterberg limits |
| 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 19901-8:2015 | Petroleum and natural gas industries - Specific requirements for offshore structures - Part 8: Marine soil investigations (ISO 19901-8:2014) |
| 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 |
| 13/30257183 DC : 0 | BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
| 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 |
| ISO/TS 17892-5:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test |
| ISO/TS 17892-8:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 8: Unconsolidated undrained triaxial test |
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