{"id":223875,"date":"2024-10-19T14:32:31","date_gmt":"2024-10-19T14:32:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-dd-iso-ts-134342008\/"},"modified":"2024-10-25T08:16:28","modified_gmt":"2024-10-25T08:16:28","slug":"bsi-dd-iso-ts-134342008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-dd-iso-ts-134342008\/","title":{"rendered":"BSI DD ISO\/TS 13434:2008"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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9<\/td>\n | Scope Normative references Terms, definitions, symbols and abbreviated terms Terms and definitions Symbols <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Abbreviated items <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Generalized procedure Introduction <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Available and required properties Condition of acceptability <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Development of the required and available properties with ti <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Design life Margin of safety <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | End of life (function) Durability study Constituents of geosynthetics Types of geosynthetic Polymeric durability considerations <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Geotextiles Geosynthetic barriers or polymeric and bituminous geosynthet GSB-C <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Geogrids Geonets Geocells Geomats Geocomposites Geofoam Individual polymer types General Polypropylene (PP) <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Flexible polypropylene (fPP) Polyethylene (PE) Polyesters (i.e. PET, PEN) Polyvinyl chloride (PVC) Polyamides (PA) Ethylene propylene diene monomer (EPDM) <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Ethylene interpolymer alloy (EIA) Chlorinated polyethylene (CPE) Chlorosulfonated polyethylene (CSPE) Bitumen (MB) Aramid <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Polyvinyl alcohol (PVA) Polystyrene (PS) Manufacturing process General Geotextiles General <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Non-woven geotextiles Woven and knitted geotextiles <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Geosynthetic barriers Geogrids Polyethylene (uniaxial) Polypropylene (biaxial) <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Coated fibre Geonets Geocomposites Geocells GBR-C Recycled and reworked materials <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Additives, stabilizers, fillers and reinforcement scrims General Antioxidants Acid scavengers Metal ion deactivators UV stabilizers <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Plasticizers Lubricants Mineral fillers Scrims Environmental factors that may lead to degradation The environment above ground <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | The environment below ground <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Chemical and biological effects on a geosynthetic General Hydrolysis of PET and PA <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Oxidation of PE and PP Biochemical attack Chemical effects on other geosynthetic barriers <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Effects of load and mechanical damage Tensile load: creep and creep-rupture Synergy of tensile load with environmental effects (environm <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Effect of mechanical load on weathering and oxidation Loading during installation: mechanical damage Normal pressure: compressive creep and penetration Abrasion and dynamic loading <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Evidence of the durability of geosynthetics Historical development Empirical evidence of durability from geosynthetics extracte Geotextiles <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Geosynthetic barriers <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Geogrids <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Summary Procedure for assessment of durability Introduction Need for testing Scope of durability assessment <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Procedure Material Function and application Environment <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Mechanism of degradation Design life The \u201cend-of-life\u201d criterion <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Degradation during storage and installation Weathering Mechanical damage <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Short- and medium-term applications of up to 25\u00a0years Assessment of long-term durability General <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Index test for long-term durability of polyester geosyntheti Evidence from service <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Accelerated testing General Increasing frequency Increasing severity Increasing temperature <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Examples of chemical degradation and accelerated testing Oxidation <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Internal hydrolysis Resistance to alkalis and acids under aerobic conditions Resistance to biological effects <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Prediction of durability Statement of the durability Level of confidence Planning for future inspection <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Geosynthetics. Guidelines for the assessment of durability<\/b><\/p>\n |