UNI EN ISO 12236 : 2006
Current
The latest, up-to-date edition.
GEOSYNTHETICS - STATIC PUNCTURE TEST (CBR TEST)
28-11-2006
Committees responsible
National foreword
Foreword
Method
1 Scope
2 Normative references
3 Definitions
4 Principle
5 Reagents
6 Apparatus
7 Specimens
8 Conditioning
9 Procedure
10 Recording, calculation and expression of results
11 Test report
Figures
1 Plunger
2 Typical arrangement for CBR test
3 Example of guide block use
4 Example of typical curve, plunger force versus
plunger displacement
Determines puncture resistance by measurement of force required to push a flat ended plunger through geotextiles and geotextile-related products. Applies to most products but does not include materials with apertures greater than 10 mm.
| Committee |
CT 12
|
| DocumentType |
Standard
|
| PublisherName |
Ente Nazionale Italiano di Unificazione (UNI)
|
| Status |
Current
|
| Standards | Relationship |
| DIN EN ISO 12236:2006-11 | Identical |
| ISO 12236:2006 | Identical |
| UNE-EN ISO 12236:2007 | Identical |
| BS EN ISO 12236:2006 | Identical |
| NBN EN ISO 12236 : 2007 | Identical |
| NF EN ISO 12236 : 2006 | Identical |
| I.S. EN ISO 12236:2006 | Identical |
| EN ISO 12236:2006 | Identical |
| NEN EN ISO 12236 : 2006 | Identical |
| SN EN ISO 12236 : 2006 | Identical |
| NS EN ISO 12236 : 2ED 2007 | Identical |
| UNI 11489 : 2013 | GEOSYNTHETIC BARRIERS - POLYMERIC GEOSYNTHETICS MADE OF PLASTIFIED POLYVINILCLORIDE - CHARACTERISTICS AND ACCEPTANCE LIMITS |
| UNI 11498 : 2013 | GEOSYNTHETIC BARRIERS - STRUCTURED POLYMERIC GEOSYNTHETICS MADE OF HIGH AND MEDIUM DENSITY POLYETHYLENE - CHARACTERISTICS AND ACCEPTANCE LIMITS |
| UNI 11494 : 2013 | GEOSYNTHETIC BARRIERS - POLYMERIC GEOSYNTHETICS MADE OF POLYOLEFINS (TPO-FPO) - CHARACTERISTICS AND ACCEPTANCE LIMITS |
| UNI 11332 : 2009 | GEOSYNTHETIC BARRIERS - CLAY GEOSYNTETIC BARRIERS - CHARACTERISTICS AND ACCEPTANCE LIMITS |
| UNI 11309 : 2008 | GEOSYNTHETIC BARRIERS - POLYMERIC GEOSYNTHETICS MADE OF HIGH AND MEDIUM DENSITY POLIETHYLEN - CHARACTERISTICS AND ACCEPTANCE LIMITS |
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