I.S. EN ISO 25619-1:2009
Withdrawn
View Superseded by
GEOSYNTHETICS - DETERMINATION OF COMPRESSION BEHAVIOUR - PART 1: COMPRESSIVE CREEP PROPERTIES
Hardcopy , PDF
English
01-01-2009
09-30-2021
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Test specimens
4.1 Sampling
4.2 Number and dimensions of test specimens
4.3 Conditioning
5 Normal compressive load method
5.1 Principle
5.2 Apparatus
5.3 Procedure
5.4 Calculations
5.5 Test report
6 Combined normal and shear load method
6.1 Principle
6.2 Apparatus
6.3 Procedure
6.4 Calculations
6.5 Test report
Annex A (informative) - Variations to the index test
procedure for site-specific tests
Annex B (informative) - Typical curves
Describes index test methods for determining the compressive creep properties of geosynthetic products.
| DevelopmentNote |
Supersedes I.S. EN 1897. (02/2009)
|
| DocumentType |
Standard
|
| Pages |
32
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Withdrawn
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| EN ISO 25619-1:2008 | Identical |
| ISO 25619-1:2008 | Identical |
| DIN EN ISO 25619-1:2009-06 | Equivalent |
| UNE-EN ISO 25619-1:2009 | Equivalent |
| ISO 9863-1:2016 | Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers |
| ISO 9862:2005 | Geosynthetics — Sampling and preparation of test specimens |
| ISO 3696:1987 | Water for analytical laboratory use — Specification and test methods |
| ISO 554:1976 | Standard atmospheres for conditioning and/or testing — Specifications |
| ISO 10318:2005 | Geosynthetics — Terms and definitions |
Please Login or Create an Account so you can add users to your Multi user PDF Later.
Important note : All end users must be registered with an Account prior to user licenses being assigned.
Users cannot be edited or removed once added to your Multi user PDF.