ISO 9863-1:2016
Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers
ISO 9863-1:2016 specifies a method for the determination of the thickness of geosynthetics at specified pressures and specified load plate areas or under specified point loads. It defines the pressures or the load at which the thickness is determined.
The test results are intended for identification purposes and for use in technical data sheets and/or as part of other test methods, e.g. tests of hydraulic properties.
The method is applicable to all geosynthetics.
| Get this standard | Prices exclude GST | |
|---|---|---|
| PDF ( Single user document) |
$93.38 NZD
|
|
| Networkable PDF |
Price varies
|
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Specimens
7 Procedure
7.1 General
7.2 Procedure A (New specimens for each pressure)
7.3 Procedure B (Incremental loading of individual specimens)
7.4 Procedure C (Polymeric and bituminous geosynthetic barriers of uniform thickness)
7.5 Procedure D (Polymeric and bituminous geosynthetic barriers of non-uniform thickness)
8 Expression of results
9 Test report
Annex A (normative) Details of presser points used for geosynthetics of non-uniform thickness
Previous versions
Keep me up-to-date
Sign up to receive updates when there are changes to this standard
Related Information
Similar Standards
-
BS 8661:2019
Geotextiles. Guidance for specification for basic separation and filtration functions
-
BS EN 12224:2000
Geotextiles and geotextile-related products. Determination of the resistance to weathering
-
BS EN 12225:2020
Geosynthetics. Method for determining the microbiological resistance by a soil burial test
-
BS EN 12226:2012
Geosynthetics. General tests for evaluation following durability testing
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Specimens
7 Procedure
7.1 General
7.2 Procedure A (New specimens for each pressure)
7.3 Procedure B (Incremental loading of individual specimens)
7.4 Procedure C (Polymeric and bituminous geosynthetic barriers of uniform thickness)
7.5 Procedure D (Polymeric and bituminous geosynthetic barriers of non-uniform thickness)
8 Expression of results
9 Test report
Annex A (normative) Details of presser points used for geosynthetics of non-uniform thickness