{"id":401318,"date":"2024-10-20T04:55:46","date_gmt":"2024-10-20T04:55:46","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iso-tr-18228-92022\/"},"modified":"2024-10-26T08:43:02","modified_gmt":"2024-10-26T08:43:02","slug":"bsi-pd-iso-tr-18228-92022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iso-tr-18228-92022\/","title":{"rendered":"BSI PD ISO\/TR 18228-9:2022"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4 Pictograms 4.1 Product and function 4.2 Applications 4.2.1 Containment application, non-landfill (CA) 4.2.2 Chemical containment, non-landfill (CC) <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.2.3 Construction waterproofing (CW) 4.2.4 Landfill base lining (LBL) 4.2.5 Landfills caps (LC) <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2.6 Secondary containment (SC) 4.2.7 Transport infrastructure applications (TIA) <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.2.8 Tunnels (Tu) 4.2.9 Water retaining structure (WRS-e), e.g. balancing ponds, dams, dykes and canals (usually empty) 4.2.10 Water retaining structure (WRS-f), e.g. reservoirs, canals (usually full) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5 Design Criteria <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6 Materials 6.1 General 6.2 HDPE 6.3 LLDPE 6.4 fPP 6.5 PVC 6.6 EPDM 6.7 Bitumen 6.8 EIA (ethylene interpolymer alloy) 6.9 Bentonite <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.10 Sodium bentonite 6.11 Calcium bentonite 7 Properties relevant to design 7.1 General <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 7.2 Chemical resistance 7.3 Physical properties <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 7.4 Durability\/weathering 7.4.1 General 7.4.2 Mechanisms of degradation of the GBR 7.4.3 Mechanisms of degradation of the joints 8 Principles of design 8.1 General <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 8.2 Subgrade preparation 8.3 Slope stability <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 8.4 Climate conditions 8.5 Temperature effects (thermal expansion and stiffness) 8.6 Protection and testing 8.6.1 Puncture protection 8.6.2 Installation issues, excluding jointing <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 8.6.3 QC on site <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 8.6.4 Hydraulic uplift 9 Example design chart <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design using geosynthetics – Barriers<\/b><\/p>\n |