EN ISO/TS 17892-8 : 2004
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST
03-01-2018
01-12-2013
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Equipment
6 Test procedure
7 Test results
8 Test report
Bibliography
Figures
Describes the test method for the determination of the compressive strength of a cylindrical, water-saturated specimen of undisturbed or remoulded cohesive soil when first subjected to an isotropic stress without allowing any drainage from the specimen, and thereafter sheared under undrained conditions within the scope of the geotechnical investigations according to prEN 1997-1 and -2.
Committee |
TC 341
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
XP CEN ISO/TS 17892-8 : 2005 XP | Identical |
ISO/TS 17892-8:2004 | Identical |
I.S. CEN ISO TS 17892-8:2004 | Identical |
UNI CEN ISO/TS 17892-8 : 2005 | Identical |
NBN CEN ISO/TS 17892-8 : 2005 | Identical |
DIN ISO/TS 17892-8:2005-01 | Identical |
PKN CEN ISO/TS 17892-8 : 2009 | Identical |
NEN NPR EN ISO/TS 17892-8 : 2004 | Identical |
09/30128274 DC : 0 | NA TO BS EN 1997-2 - UK NATIONAL ANNEX TO EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING |
15/30329101 DC : 0 | BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
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 |
15/30326284 DC : 0 | BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS |
DIN EN 1997-2:2010-10 | Eurocode 7: Geotechnical design - Part 2: Ground investigation and testing (includes Corrigendum AC:2010) |
PREN 16907-6 : DRAFT 2015 | EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
BS EN 1997-2:2007 | Eurocode 7. Geotechnical design Ground investigation and testing |
ISO/TS 17892-2:2004 | Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of density of fine-grained soil |
ISO/TS 17892-3:2004 | 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 |
EN ISO/TS 17892-5 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
EN ISO/TS 17892-2 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE GRAINED SOIL |
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