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DD ISO/TS 13434:2008

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Geosynthetics. Guidelines for the assessment of durability

Available format(s)

Hardcopy , PDF

Superseded date

02-11-2020

Superseded by

PD ISO/TS 13434:2020

Language(s)

English

Published date

30-06-2009

€322.53
Excluding VAT

Foreword
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviated terms
  3.1 Terms and definitions
  3.2 Symbols
  3.3 Abbreviated items
4 Generalized procedure
  4.1 Introduction
  4.2 Available and required properties
      4.2.1 Condition of acceptability
      4.2.2 Development of the required and available
             properties with time
  4.3 Design life
  4.4 Margin of safety
  4.5 End of life (function)
  4.6 Durability study
5 Constituents of geosynthetics
  5.1 Types of geosynthetic
      5.1.1 Polymeric durability considerations
      5.1.2 Geotextiles
      5.1.3 Geosynthetic barriers or polymeric and bituminous
             geosynthetic barriers
      5.1.4 GSB-C
      5.1.5 Geogrids
      5.1.6 Geonets
      5.1.7 Geocells
      5.1.8 Geomats
      5.1.9 Geocomposites
      5.1.10 Geofoam
  5.2 Individual polymer types
      5.2.1 General
      5.2.2 Polypropylene (PP)
      5.2.3 Flexible polypropylene (fPP)
      5.2.4 Polyethylene (PE)
      5.2.5 Polyesters (i.e. PET, PEN)
      5.2.6 Polyvinyl chloride (PVC)
      5.2.7 Polyamides (PA)
      5.2.8 Ethylene propylene diene monomer (EPDM)
      5.2.9 Ethylene interpolymer alloy (EIA)
      5.2.10 Chlorinated polyethylene (CPE)
      5.2.11 Chlorosulfonated polyethylene (CSPE)
      5.2.12 Bitumen (MB)
      5.2.13 Aramid
      5.2.14 Polyvinyl alcohol (PVA)
      5.2.15 Polystyrene (PS)
  5.3 Manufacturing process
      5.3.1 General
      5.3.2 Geotextiles
      5.3.3 Geosynthetic barriers
      5.3.4 Geogrids
      5.3.5 Geonets
      5.3.6 Geocomposites
      5.3.7 Geocells
      5.3.8 GBR-C
  5.4 Recycled and reworked materials
  5.5 Additives, stabilizers, fillers and reinforcement scrims
      5.5.1 General
      5.5.2 Antioxidants
      5.5.3 Acid scavengers
      5.5.4 Metal ion deactivators
      5.5.5 UV stabilizers
      5.5.6 Plasticizers
      5.5.7 Lubricants
      5.5.8 Mineral fillers
      5.5.9 Scrims
6 Environmental factors that may lead to degradation
  6.1 The environment above ground
  6.2 The environment below ground
  6.3 Chemical and biological effects on a geosynthetic
      6.3.1 General
      6.3.2 Hydrolysis of PET and PA
      6.3.3 Oxidation of PE and PP
      6.3.4 Biochemical attack
      6.3.5 Chemical effects on other geosynthetic barriers
  6.4 Effects of load and mechanical damage
      6.4.1 Tensile load: creep and creep-rupture
      6.4.2 Synergy of tensile load with environmental effects
             (environmental stress cracking)
      6.4.3 Effect of mechanical load on weathering and
             oxidation
      6.4.4 Loading during installation: mechanical damage
      6.4.5 Normal pressure: compressive creep and penetration
      6.4.6 Abrasion and dynamic loading
7 Evidence of the durability of geosynthetics
  7.1 Historical development
  7.2 Empirical evidence of durability from geosynthetics
      extracted from the soil
      7.2.1 Geotextiles
      7.2.2 Geosynthetic barriers
      7.2.3 Geogrids
  7.3 Summary
8 Procedure for assessment of durability
  8.1 Introduction
      8.1.1 Need for testing
      8.1.2 Scope of durability assessment
  8.2 Procedure
      8.2.1 Material
      8.2.2 Function and application
      8.2.3 Environment
      8.2.4 Mechanism of degradation
      8.2.5 Design life
      8.2.6 The "end-of-life" criterion
  8.3 Degradation during storage and installation
      8.3.1 Weathering
      8.3.2 Mechanical damage
  8.4 Short- and medium-term applications of up to 25 years
  8.5 Assessment of long-term durability
      8.5.1 General
      8.5.2 Index test for long-term durability of polyester
             geosynthetics
      8.5.3 Evidence from service
      8.5.4 Accelerated testing
  8.6 Prediction of durability
      8.6.1 Statement of the durability
      8.6.2 Level of confidence
  8.7 Planning for future inspection
Bibliography

Gives guidelines for the assessment of the durability of geosynthetics, the object of which is to provide the design engineer with the necessary information, generally defined as changes in material properties or as partial safety factors, to ensure that the expected design life of a geosynthetic can be achieved with confidence.

Committee
B/553
DevelopmentNote
Supersedes 99/100668 DC. (06/2009) Supersedes BS PD CR ISO 13434. (03/2010)
DocumentType
Standard
Pages
54
PublisherName
British Standards Institution
RevisionOf
Status
Superseded
SupersededBy
Supersedes

Standards Relationship
ISO/TS 13434:2008 Identical

BS 8006-1(2010) : 2010 CODE OF PRACTICE FOR STRENGTHENED/REINFORCED SOILS AND OTHER FILLS

ASTM D 2857 : 2016 Standard Practice for Dilute Solution Viscosity of Polymers
EN 14576:2005 Geosynthetics - Test method for determining the resistance of polymeric geosynthetic barriers to environmental stress cracking
EN 1897 : 2001 GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF THE COMPRESSIVE CREEP PROPERTIES
EN 14575:2005 Geosynthetic barriers - Screening test method for determining the resistance to oxidation
EN 12226:2012 Geosynthetics - General tests for evaluation following durability testing
ASTM D 6213 : 2017 : REDLINE Standard Practice for Tests to Evaluate the Chemical Resistance of Geogrids to Liquids
ISO 13438:2004 Geotextiles and geotextile-related products Screening test method for determining the resistance to oxidation
EN 1427:2015 Bitumen and bituminous binders - Determination of the softening point - Ring and Ball method
ASTM D 439 : 1989 Specification for Automotive Gasoline (Withdrawn 1990)
ISO 6964:1986 Polyolefin pipes and fittings Determination of carbon black content by calcination and pyrolysis Test method and basic specification
ASTM D 5322 : 2017 : REDLINE Standard Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids
EN 12224:2000 Geotextiles and geotextile-related products - Determination of the resistance to weathering
ISO 13427:2014 Geosynthetics Abrasion damage simulation (sliding block test)
ASTM D 1203 : 2016 : REDLINE Standard Test Methods for Volatile Loss From Plastics Using Activated Carbon Methods
ASTM D 1239 : 2014 : REDLINE Standard Test Method for Resistance of Plastic Films to Extraction by Chemicals
ISO 18553:2002 Method for the assessment of the degree of pigment or carbon black dispersion in polyolefin pipes, fittings and compounds
ASTM G 160 : 2013-02 PRACTICE FOR EVALUATING MICROBIAL SUSCEPTIBILITY OF NONMETALLIC MATERIALS BY LABORATORY SOIL BURIAL
EN 14414:2004 Geosynthetics - Screening test method for determining chemical resistance for landfill applications
ASTM G 154 : 2016 : REDLINE Standard Practice for Operating Fluorescent Ultraviolet (UV) Lamp Apparatus for Exposure of Nonmetallic Materials
ISO 175:2010 Plastics Methods of test for the determination of the effects of immersion in liquid chemicals
EN 12225:2000 Geotextiles and geotextile-related products - Method for determining the microbiological resistance by a soil burial test
ASTM D 5496 : 2015 : REDLINE Standard Practice for In Field Immersion Testing of Geosynthetics
ASTM G 155 : 2013 : REDLINE Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials
ISO 62:2008 Plastics Determination of water absorption
ISO 11357-6:2008 Plastics Differential scanning calorimetry (DSC) Part 6: Determination of oxidation induction time (isothermal OIT) and oxidation induction temperature (dynamic OIT)
ISO 13437:1998 Geotextiles and geotextile-related products Method for installing and extracting samples in soil, and testing specimens in laboratory
ISO 4892-2:2013 Plastics — Methods of exposure to laboratory light sources — Part 2: Xenon-arc lamps
ISO 10318:2005 Geosynthetics Terms and definitions
ISO/TR 20432:2007 Guidelines for the determination of the long-term strength of geosynthetics for soil reinforcement
ISO 13431:1999 Geotextiles and geotextile-related products — Determination of tensile creep and creep rupture behaviour
ASTM D 471 : 2016-02 TEST METHOD FOR RUBBER PROPERTY - EFFECT OF LIQUIDS
EN 12447:2001 Geotextiles and geotextile-related products - Screening test method for determining the resistance to hydrolysis in water
ISO 1133:2005 Plastics Determination of the melt mass-flow rate (MFR) and the melt volume-flow rate (MVR) of thermoplastics
ASTM D 6389 : 2017 : REDLINE Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids
ASTM D 6992 : 2016 : REDLINE Standard Test Method for Accelerated Tensile Creep and Creep-Rupture of Geosynthetic Materials Based on Time-Temperature Superposition Using the Stepped Isothermal Method
CEN/TS 14416:2014 Geosynthetic barriers - Test method for determining the resistance to roots
EN 14415:2004 Geosynthetic barriers - Test method for determining the resistance to leaching
ISO 10722:2007 Geosynthetics Index test procedure for the evaluation of mechanical damage under repeated loading Damage caused by granular material

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