{"id":374478,"date":"2024-10-20T02:38:49","date_gmt":"2024-10-20T02:38:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iso-tr-18228-32021\/"},"modified":"2024-10-26T04:36:35","modified_gmt":"2024-10-26T04:36:35","slug":"bsi-pd-iso-tr-18228-32021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iso-tr-18228-32021\/","title":{"rendered":"BSI PD ISO\/TR 18228-3:2021"},"content":{"rendered":"
This document provides general considerations to support the design guidance to geotechnical and civil engineers involved in the design of structures in which a geotextile is used as a filter. The key potential failure mechanisms are described, and guidance is proposed to select engineering properties.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
6<\/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, definitions, symbols and abbreviated terms 3.1 Terms and definitions 3.2 Symbols <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.3 Abbreviated terms 4 Concepts and fundamental principles 4.1 General <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.2 The filtration function of geotextiles <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.3 Filter selection fundamentals 5 Typical applications 5.1 General considerations <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.2 Soil filtration 5.3 Slurry filtration 6 Materials <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 7 Functional properties relevant to design 7.1 Characteristic opening size <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 7.2 Velocity index and permittivity (permeability) 7.3 Resistance to water penetration 7.4 Number of constrictions 7.5 Percent open area <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 8 Principles of design 8.1 General considerations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 8.2 Designing geotextiles for soil filtration 8.2.1 General 8.2.2 Retention criteria of the soil skeleton <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 8.2.3 Non-retention criteria of fines in suspension 8.2.4 Permeability criteria 8.3 Designing geotextiles for slurry and suspended solids filtration <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 9 Testing the soil\/geotextile filtration compatibility 9.1 General 9.2 Soil\/geotextile compatibility 9.2.1 Gradient ratio <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 9.2.2 Hydraulic conductivity ratio 9.2.3 Retention performance of geotextiles exposed to turbulent flow conditions 9.3 Evaluation of slurry\/geotextile behaviour 9.4 Biological or chemical clogging potential <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 9.5 Impact of abrasion on the filtration properties of geotextiles 9.5.1 Abrasion resistance \u2013 Index property 9.5.2 Abrasion resistance \u2013 Rotary drum method 10 Examples of material specifications and design guidance <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design using geosynthetics – Filtration<\/b><\/p>\n |