I.S. CEN ISO TS 17892-9:2004
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER-SATURATED SOILS
Hardcopy , PDF
23-04-2018
English
01-01-2004
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Foreword
1 Scope
2 Normative References
3 Terms and definitions
4 Symbols
5 Equipment
5.1 General
5.2 Triaxial cell
5.3 Confining membrane
6 Test procedure
6.1 General requirement and equipment preparation
6.2 Preparation of undisturbed specimens
6.3 Artificially prepared specimens
7 Test results
7.1 Bulk density, dry density and water content
7.2 Consolidation
7.3 Shearing (all types of test)
8 Test report
8.1 General
8.2 Graphic presentation
Bibliography
Figures
Covers the determination of stress-strain relationships and effective stress paths for a cylindrical, water-saturated specimen of undisturbed, remoulded or reconstituted soil when subjected to an isotropic or an anisotropic stress under undrained or drained conditions and thereafter sheared under undrained or drained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2.
| DocumentType |
Standard
|
| Pages |
56
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ISO/TS 17892-9:2004 | Identical |
| EN ISO/TS 17892-9 : 2004 | Identical |
| ISO/TS 17892-2:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of density of fine-grained soil |
| ISO/TS 17892-4:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 4: Determination of particle size distribution |
| ISO/TS 17892-3:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 3: Determination of particle density Pycnometer method |
| ISO/TS 17892-1:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content |
| CEN ISO/TS 17892-1:2004 | Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO/TS 17892-1:2004) |
| EN ISO/TS 17892-4 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| EN ISO/TS 17892-3 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY - PYCNOMETER METHOD |
| ISO/TS 17892-6:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 6: Fall cone test |
| EN ISO/TS 17892-5 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| EN ISO/TS 17892-6 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST |
| EN ISO/TS 17892-2 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE GRAINED SOIL |
| ISO/TS 17892-5:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test |
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