EN ISO 9863-1:2016
Superseded
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
Geosynthetics - Determination of thickness at specified pressures - Part 1: Single layers (ISO 9863-1:2016)
Amended by
Superseded date
01-03-2020
Published date
08-10-2016
Publisher
European foreword
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Specimens
7 Procedure
8 Expression of results
9 Test report
Annex A (normative) - Details of presser points used for
geosynthetics of non-uniform thickness
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.
| Committee |
CEN/TC 189
|
| DevelopmentNote |
Supersedes EN 964-1. (03/2005)
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| UNI EN ISO 9863-1:2016 | Identical |
| DIN EN ISO 9863-1:2016-12 | Identical |
| NF EN ISO 9863-1 : 2016 | Identical |
| NBN EN ISO 9863-1 : 2016 | Identical |
| NS EN ISO 9863-1 : 2005 | Identical |
| PN EN ISO 9863-1 : 2016 | Identical |
| SS-EN ISO 9863-1:2016 | Identical |
| I.S. EN ISO 9863-1:2016 | Identical |
| ISO 9863-1:2016 | Identical |
| BS EN ISO 9863-1:2005 | Identical |
| UNI EN ISO 9863-1 : 2005 | Identical |
| DIN EN ISO 9863-1:2005-05 | Identical |
| UNE-EN ISO 9863-1:2017 | Identical |
| SN EN ISO 9863-1 : 2016 | Identical |
| NEN EN ISO 9863-1 : 2016 | Identical |
| SN 670703-1 : 2016 | Identical |
| ONORM EN ISO 9863-1 : 2016 | Identical |
| UNI EN ISO 9863-1:2020 | Identical |
| NS-EN ISO 9863-1:2016 | Identical |
| PREN 13361 : DRAFT 2016 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| 16/30338114 DC : 0 | BS EN 13361 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| 12/30267857 DC : 0 | BS EN 15382 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| 12/30267848 DC : 0 | BS EN 13362 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| BS EN 13493:2013 | Geosynthetic barriers. Characteristics required for use in the construction of solid waste storage and disposal sites |
| BS EN 15382:2013 | Geosynthetic barriers. Characteristics required for use in transportation infrastructure |
| EN 13491:2018 | Geosynthetic barriers - Characteristics required for use in the construction of tunnels and associated underground structures |
| BS EN 13492:2013 | Geosynthetic barriers. Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment |
| DIN EN 13492:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| DIN EN 15382:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| UNE-EN 13492:2013 | Geosynthetic barriers - Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment |
| I.S. EN 14151:2010 | GEOSYNTHETICS - DETERMINATION OF BURST STRENGTH |
| 16/30338123 DC : 0 | BS EN 16993 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF STORAGE LAGOONS, SECONDARY CONTAINMENT (ABOVE AND BELOW GROUND) AND OTHER CONTAINMENT APPLICATIONS FOR CHEMICALS, POLLUTED WATER AND PRODUCED LIQUIDS |
| BS EN 14151:2010 | Geosynthetics. Determination of burst strength |
| DIN EN 13361:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| DIN EN 15382:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| DIN EN 13492:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| PREN 13362 : DRAFT 2012 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| DIN EN 13493:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| DIN EN 15237 E : 2007 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - VERTICAL DRAINAGE |
| DIN EN 13361:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| DIN EN 15382 E : 2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| 16/30338108 DC : DRAFT JULY 2016 | BS EN 13362 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| UNI EN 14151 : 2010 | GEOSYNTHETICS - DETERMINATION OF BURST STRENGTH |
| 16/30338117 DC : 0 | BS EN 13493 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| DIN EN 14151:2010-11 | Geosynthetics - Determination of burst strength |
| 09/30175165 DC : 0 | BS EN ISO 10773 - CLAY-GEOSYNTHETIC BARRIERS - DETERMINATION OF PERMEABILITY TO GASES |
| UNE-EN 15382:2013 | Geosynthetic barriers - Characteristics required for use in transportation infrastructure |
| I.S. EN 13361:2018 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| I.S. EN 13491:2018 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE AS A FLUID BARRIER IN THE CONSTRUCTION OF TUNNELS AND ASSOCIATED UNDERGROUND STRUCTURES |
| EN 13493:2018 | Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites |
| I.S. EN 16416:2013 | GEOSYNTHETIC CLAY BARRIERS - DETERMINATION OF WATER FLUX INDEX - FLEXIBLE WALL PERMEAMETER METHOD AT CONSTANT HEAD |
| PREN 17096 : DRAFT 2017 | GEOSYNTHETICS - TEST METHOD FOR THE DETERMINATION OF THE STRAIN HARDENING MODULUS OF HDPE GEOSYNTHETIC BARRIERS |
| BS EN 15237:2007 | Execution of special geotechnical works. Vertical drainage |
| UNE-EN 16416:2014 | Geosynthetic clay barriers - Determination of water flux index - Flexible wall permeameter method at constant head |
| UNI EN 16416 : 2013 | GEOSYNTHETIC CLAY BARRIERS - DETERMINATION OF WATER FLUX INDEX - FLEXIBLE WALL PERMEAMETER METHOD AT CONSTANT HEAD |
| DIN EN 16416 E : 2013 | GEOSYNTHETIC CLAY BARRIERS - DETERMINATION OF WATER FLUX INDEX - FLEXIBLE WALL PERMEAMETER METHOD AT CONSTANT HEAD |
| 12/30267854 DC : 0 | BS EN 13492 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE AS A FLUID BARRIER IN CONSTRUCTION AND TUNNELS AND ASSOCIATED UNDER GROUND STRUCTURES |
| 12/30267845 DC : 0 | BS EN 13361 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| I.S. EN 13362:2018 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| 16/30338126 DC : 0 | BS EN 13492 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| DIN EN 16416:2013-12 | Geosynthetic clay barriers - Determination of water flux index - Flexible wall permeameter method at constant head |
| 12/30268279 DC : 0 | BS EN 13493 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| 12/30259433 DC : 0 | BS EN 16416 - GEOSYNTHETIC CLAY BARRIERS - DETERMINATION OF WATER FLUX INDEX - FLEXIBLE WALL PERMEAMETER METHOD AT CONSTANT HEAD |
| PREN 13493 : DRAFT 2016 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| PREN 13492 : DRAFT 2016 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| UNE-EN 13362:2013 | Geosynthetic barriers - Characteristics required for use in the construction of canals |
| EN 13361:2018 | Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams |
| EN 13362:2018 | Geosynthetic Barriers - Characteristics required for use in the construction of canals |
| UNE-EN 15237:2011 | Execution of special geotechnical works - Vertical drainage |
| EN 15382:2018 | Geosynthetic barriers - Characteristics required for use in transportation infrastructure |
| EN 13492:2018 | Geosynthetic barriers - Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment |
| I.S. EN 13493:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| I.S. EN 15382:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| DIN EN 15237:2007-06 | Execution of special geotechnical works - Vertical drainage |
| EN 15237:2007 | Execution of special geotechnical works - Vertical drainage |
| EN 16416:2013 | Geosynthetic clay barriers - Determination of water flux index - Flexible wall permeameter method at constant head |
| EN 14151:2010 | Geosynthetics - Determination of burst strength |
| 08/30172827 DC : DRAFT AUG 2008 | BS EN 14151 - GEOSYNTHETICS - DETERMINATION OF BURST STRENGTH |
| UNE-EN 13361:2013 | Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams |
| I.S. EN 13492:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| 06/30156785 DC : 0 | BS EN ISO 25619-1 - GEOSYNTHETICS - DETERMINATION OF COMPRESSION BEHAVIOUR - PART 1: COMPRESSIVE CREEP PROPERTIES |
| UNE-EN 13493:2013 | Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites |
| BS EN 16416:2013 | Geosynthetic clay barriers. Determination of water flux index. Flexible wall permeameter method at constant head |
| 16/30338120 DC : 0 | BS EN 15382 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| UNE-EN 14151:2010 | Geosynthetics - Determination of burst strength |
| DIN EN 13362:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| 17/30353403 DC : 0 | BS EN 17097 - GEOSYNTHETICS - CHARACTERISTICS REQUIRED FOR USE IN SURFACE EROSION CONTROL ON SLOPES AND BANKS |
| 17/30353406 DC : 0 | BS EN 17096 - GEOSYNTHETICS - TEST METHOD FOR THE DETERMINATION OF THE STRAIN HARDENING MODULUS OF HDPE GEOSYNTHETIC BARRIERS |
| BS EN 13362:2018 | Geosynthetic Barriers. Characteristics required for use in the construction of canals |
| DIN EN 13362:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| DIN EN 13493:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| ISO 9862:2005 | Geosynthetics — Sampling and preparation of test specimens |
| ISO 25619-1:2008 | Geosynthetics Determination of compression behaviour Part 1: Compressive creep properties |
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