BSI DD ISO/TS 13434:2008:2009 Edition
$198.66
Geosynthetics. Guidelines for the assessment of durability
| Published By | Publication Date | Number of Pages |
| BSI | 2009 | 54 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 9 | Scope Normative references Terms, definitions, symbols and abbreviated terms Terms and definitions Symbols |
| 10 | Abbreviated items |
| 11 | Generalized procedure Introduction |
| 12 | Available and required properties Condition of acceptability |
| 13 | Development of the required and available properties with ti |
| 14 | Design life Margin of safety |
| 15 | End of life (function) Durability study Constituents of geosynthetics Types of geosynthetic Polymeric durability considerations |
| 16 | Geotextiles Geosynthetic barriers or polymeric and bituminous geosynthet GSB-C |
| 17 | Geogrids Geonets Geocells Geomats Geocomposites Geofoam Individual polymer types General Polypropylene (PP) |
| 18 | Flexible polypropylene (fPP) Polyethylene (PE) Polyesters (i.e. PET, PEN) Polyvinyl chloride (PVC) Polyamides (PA) Ethylene propylene diene monomer (EPDM) |
| 19 | Ethylene interpolymer alloy (EIA) Chlorinated polyethylene (CPE) Chlorosulfonated polyethylene (CSPE) Bitumen (MB) Aramid |
| 20 | Polyvinyl alcohol (PVA) Polystyrene (PS) Manufacturing process General Geotextiles General |
| 21 | Non-woven geotextiles Woven and knitted geotextiles |
| 22 | Geosynthetic barriers Geogrids Polyethylene (uniaxial) Polypropylene (biaxial) |
| 23 | Coated fibre Geonets Geocomposites Geocells GBR-C Recycled and reworked materials |
| 24 | Additives, stabilizers, fillers and reinforcement scrims General Antioxidants Acid scavengers Metal ion deactivators UV stabilizers |
| 25 | Plasticizers Lubricants Mineral fillers Scrims Environmental factors that may lead to degradation The environment above ground |
| 26 | The environment below ground |
| 27 | Chemical and biological effects on a geosynthetic General Hydrolysis of PET and PA |
| 28 | Oxidation of PE and PP Biochemical attack Chemical effects on other geosynthetic barriers |
| 30 | Effects of load and mechanical damage Tensile load: creep and creep-rupture Synergy of tensile load with environmental effects (environm |
| 31 | Effect of mechanical load on weathering and oxidation Loading during installation: mechanical damage Normal pressure: compressive creep and penetration Abrasion and dynamic loading |
| 32 | Evidence of the durability of geosynthetics Historical development Empirical evidence of durability from geosynthetics extracte Geotextiles |
| 33 | Geosynthetic barriers |
| 35 | Geogrids |
| 36 | Summary Procedure for assessment of durability Introduction Need for testing Scope of durability assessment |
| 37 | Procedure Material Function and application Environment |
| 38 | Mechanism of degradation Design life The “end-of-life” criterion |
| 39 | Degradation during storage and installation Weathering Mechanical damage |
| 40 | Short- and medium-term applications of up to 25 years Assessment of long-term durability General |
| 41 | Index test for long-term durability of polyester geosyntheti Evidence from service |
| 42 | Accelerated testing General Increasing frequency Increasing severity Increasing temperature |
| 43 | Examples of chemical degradation and accelerated testing Oxidation |
| 44 | Internal hydrolysis Resistance to alkalis and acids under aerobic conditions Resistance to biological effects |
| 45 | Prediction of durability Statement of the durability Level of confidence Planning for future inspection |
