ISO 9863-1:2016
Current
Current
The latest, up-to-date edition.
Geosynthetics Determination of thickness at specified pressures Part 1: Single layers
Amended by
Available format(s)
Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users
Language(s)
English, French
Published date
15-07-2016
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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.
| DevelopmentNote |
Supersedes ISO 9863. (02/2005) Supersedes ISO/DIS 9863-1. (07/2016) NEW CHILD AMD 1 2019 IS ADDED
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| DocumentType |
Standard
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| Pages |
5
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| ProductNote |
NEW CHILD AMD 1 2019 IS ADDED
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| PublisherName |
International Organization for Standardization
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| Status |
Current
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| Supersedes |
| Standards | Relationship |
| NEN EN ISO 9863-1 : 2016 | Identical |
| DIN EN ISO 9863-1:2005-05 | Identical |
| SS-EN ISO 9863-1:2016 | Identical |
| I.S. EN ISO 9863-1:2016 | Identical |
| NBN EN ISO 9863-1 : 2016 | Identical |
| NS EN ISO 9863-1 : 2005 | Identical |
| EN ISO 9863-1:2016 | Identical |
| UNI EN ISO 9863-1 : 2005 | Identical |
| UNE-EN ISO 9863-1:2017 | Identical |
| SN EN ISO 9863-1 : 2016 | Identical |
| NF EN ISO 9863-1 : 2016 | Identical |
| UNI EN ISO 9863-1:2020 | Identical |
| UNI EN ISO 9863-1:2016 | Identical |
| DIN EN ISO 9863-1:2016-12 | Identical |
| NS-EN ISO 9863-1:2016 | Identical |
| ONORM EN ISO 9863-1 : 2016 | Identical |
| IS 13162 : Part 3 : 2021 | Identical |
| BS EN ISO 9863-1:2005 | Identical |
| BS EN ISO 9863-1:2016 | Identical |
| GOST ISO 9863-1 : 2014 | Identical |
| PN EN ISO 9863-1 : 2016 | Identical |
| SN 670703-1 : 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 |
| ONORM EN ISO 12958 : 2010 | GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE |
| I.S. EN ISO 10318-2:2015 | GEOSYNTHETICS - PART 2: SYMBOLS AND PICTOGRAMS (ISO 10318-2:2015) |
| 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 |
| I.S. EN 13493:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| 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 |
| UNE-EN ISO 12958:2010 | Geotextiles and geotextile-related products - Determination of water flow capacity in their plane (ISO 12958:2010) |
| BS EN ISO 10318:2005 | Geosynthetics. Terms and definitions |
| ISO 10773:2011 | Clay geosynthetic barriers Determination of permeability to gases |
| ISO 13428:2005 | Geosynthetics — Determination of the protection efficiency of a geosynthetic against impact damage |
| 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 |
| I.S. EN ISO 10318-1:2015 | GEOSYNTHETICS - PART 1: TERMS AND DEFINITIONS (ISO 10318-1:2015) |
| 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 |
| 09/30204392 DC : 0 | BS ISO 12958 - GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE |
| 12/30268279 DC : 0 | BS EN 13493 - GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF SOLID WASTE STORAGE AND DISPOSAL SITES |
| BS EN 14151:2010 | Geosynthetics. Determination of burst strength |
| UNE-EN 13493:2013 | Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites |
| I.S. EN 14151:2010 | GEOSYNTHETICS - DETERMINATION OF BURST STRENGTH |
| BS EN ISO 10318-1 : 2015 | GEOSYNTHETICS - PART 1: TERMS AND DEFINITIONS |
| DIN EN 15382:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| EN ISO 10318-1:2015 | Geosynthetics - Part 1: Terms and definitions (ISO 10318-1:2015) |
| 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 |
| BS EN 16993:2018 | 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 |
| 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 13361:2013-11 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF RESERVOIRS AND DAMS |
| EN ISO 25619-1:2008 | Geosynthetics - Determination of compression behaviour - Part 1: Compressive creep properties (ISO 25619-1:2008) |
| ONORM S 2081-1 : 2011 | LANDFILLS - SEALING SYSTEMS WITH GEOSYNTHETIC CLAY BARRIERS (GBR-C) - PART 1: REQUIREMENTS AND TESTS |
| I.S. EN ISO 12958:2010 | GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE |
| UNI EN ISO 12958 : 2010 | GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE |
| EN 13493:2018 | Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites |
| 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 |
| I.S. EN ISO 10318:2005 | GEOSYNTHETICS - TERMS AND DEFINITIONS |
| 13/30246388 DC : 0 | BS EN ISO 10318-2 - GEOSYNTHETICS - PART 2: SYMBOLS AND PICTOGRAMS |
| BS EN ISO 10318-2 : 2015 | GEOSYNTHETICS - PART 2: SYMBOLS AND PICTOGRAMS (ISO 10318-2:2015) |
| DIN EN 14151:2010-11 | Geosynthetics - Determination of burst strength |
| DIN EN ISO 10773:2011-08 | Clay geosynthetic barriers - Determination of permeability to gases (ISO 10773:2011) |
| UNE-EN ISO 10318-1:2015 | Geosynthetics - Part 1: Terms and definitions (ISO 10318-1:2015) |
| UNE-EN 15382:2013 | Geosynthetic barriers - Characteristics required for use in transportation infrastructure |
| I.S. EN 13492:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES, TRANSFER STATIONS OR SECONDARY CONTAINMENT |
| UNI EN ISO 25619-1 : 2009 | GEO-SYNTHETICS - DETERMINATION OF COMPRESSION BEHAVIOUR - PART 1: COMPRESSIVE CREEP PROPERTIES |
| 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 |
| 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 |
| I.S. EN ISO 10773:2011 | CLAY GEOSYNTHETIC BARRIERS - DETERMINATION OF PERMEABILITY TO GASES |
| BS EN 15237:2007 | Execution of special geotechnical works. Vertical drainage |
| ISO 10318:2005 | Geosynthetics Terms and definitions |
| UNE-EN 16416:2014 | Geosynthetic clay barriers - Determination of water flux index - Flexible wall permeameter method at constant head |
| BS EN ISO 13428:2005 | Geosynthetics. Determination of the protection efficiency of a geosynthetic against impact damage |
| UNI EN 16416 : 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 |
| ISO 10318-2:2015 | Geosynthetics — Part 2: Symbols and pictograms |
| I.S. EN 13362:2018 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| I.S. EN ISO 25619-1:2009 | GEOSYNTHETICS - DETERMINATION OF COMPRESSION BEHAVIOUR - PART 1: COMPRESSIVE CREEP PROPERTIES |
| DIN EN 16416:2013-12 | Geosynthetic clay barriers - Determination of water flux index - Flexible wall permeameter method at constant head |
| UNI EN ISO 10773 : 2011 | CLAY GEOSYNTHETIC BARRIERS - DETERMINATION OF PERMEABILITY TO GASES |
| 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 |
| DIN EN 13361:2016-08 (Draft) | 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 |
| PREN ISO 12958 : DRAFT 2009 | GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE |
| 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 |
| EN ISO 10318-2:2015 | Geosynthetics - Part 2: Symbols and pictograms (ISO 10318-2:2015) |
| I.S. EN 15382:2013 | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN TRANSPORTATION INFRASTRUCTURE |
| DIN EN ISO 12958:2010-08 | Geotextiles and geotextile-related products - Determination of water flow capacity in their plane (ISO 12958:2010) |
| ISO 12958:2010 | Geotextiles and geotextile-related products Determination of water flow capacity in their plane |
| ISO 25619-1:2008 | Geosynthetics Determination of compression behaviour Part 1: Compressive creep properties |
| DIN EN 15237:2007-06 | Execution of special geotechnical works - Vertical drainage |
| EN ISO 10318:2005 | Geosynthetics - Terms and definitions (ISO 10318:2005) |
| EN ISO 13428:2005 | Geosynthetics - Determination of the protection efficiency of a geosynthetic against impact damage (ISO 13428:2005) |
| EN ISO 10773:2011 | Clay geosynthetic barriers - Determination of permeability to gases (ISO 10773:2011) |
| 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 |
| EN 16993:2018 | 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 |
| EN ISO 12958:2010 | Geotextiles and geotextile-related products - Determination of water flow capacity in their plane (ISO 12958:2010) |
| 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 |
| I.S. EN 16993:2018 | 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 |
| DIN EN ISO 25619-1:2009-06 | Geosynthetics - Determination of compression behaviour - Part 1: Compressive creep properties (ISO 25619-1:2008) |
| 13/30246384 DC : 0 | BS EN ISO 10318-1 - GEOSYNTHETICS - PART 1: TERMS AND DEFINITIONS |
| UNE-EN 13361:2013 | Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams |
| BS EN ISO 10773:2011 | Clay geosynthetic barriers. Determination of permeability to gases |
| UNE-EN 13492:2013 | Geosynthetic barriers - Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment |
| 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 |
| BS EN ISO 25619-1:2008 | Geosynthetics. Determination of compression behaviour Compressive creep properties |
| DIN EN 13362:2016-08 (Draft) | GEOSYNTHETIC BARRIERS - CHARACTERISTICS REQUIRED FOR USE IN THE CONSTRUCTION OF CANALS |
| UNE-EN ISO 10318-2:2015 | Geosynthetics - Part 2: Symbols and pictograms (ISO 10318-2:2015) |
| ONORM EN ISO 25619-1 : 2009 | GEOSYNTHETICS - DETERMINATION OF COMPRESSION BEHAVIOUR - PART 1: COMPRESSIVE CREEP PROPERTIES |
| UNE-EN 14151:2010 | Geosynthetics - Determination of burst strength |
| 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 |
| BS EN ISO 12958:2010 | Geotextiles and geotextile-related products. Determination of water flow capacity in their plane |
| 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 |
| DIN EN ISO 13428:2005-05 | Geosynthetics - Determination of the protection efficiency of a geosynthetic against impact damage (ISO 13428:2005) |
| I.S. EN ISO 13428:2005 | GEOSYNTHETICS - DETERMINATION OF THE PROTECTION EFFICIENCY OF A GEOSYNTHETIC AGAINST IMPACT DAMAGE |
| 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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