BSI PD ISO/TR 18228-9:2022
$142.49
Design using geosynthetics – Barriers
Published By | Publication Date | Number of Pages |
BSI | 2022 | 26 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
8 | Introduction |
9 | 1 Scope 2 Normative references 3 Terms and definitions |
10 | 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) |
11 | 4.2.3 Construction waterproofing (CW) 4.2.4 Landfill base lining (LBL) 4.2.5 Landfills caps (LC) |
12 | 4.2.6 Secondary containment (SC) 4.2.7 Transport infrastructure applications (TIA) |
13 | 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) |
14 | 5 Design Criteria |
15 | 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 |
16 | 6.10 Sodium bentonite 6.11 Calcium bentonite 7 Properties relevant to design 7.1 General |
17 | 7.2 Chemical resistance 7.3 Physical properties |
18 | 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 |
19 | 8.2 Subgrade preparation 8.3 Slope stability |
20 | 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 |
21 | 8.6.3 QC on site |
22 | 8.6.4 Hydraulic uplift 9 Example design chart |
24 | Bibliography |