{"id":374480,"date":"2024-10-20T02:38:50","date_gmt":"2024-10-20T02:38:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iso-tr-18228-72021\/"},"modified":"2024-10-26T04:36:35","modified_gmt":"2024-10-26T04:36:35","slug":"bsi-pd-iso-tr-18228-72021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iso-tr-18228-72021\/","title":{"rendered":"BSI PD ISO\/TR 18228-7:2021"},"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 reinforcement. 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 | ||||||
7<\/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 Design objectives 4.1 General <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.2 Design life 4.3 Soil interaction <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.4 Tensile capacity 4.5 Reduction factors and design strength 5 Local design considerations 5.1 General 5.2 Scandinavia <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.3 Germany 5.4 France 5.5 United Kingdom <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5.6 United States of America <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Design using geosynthetics – Reinforcement<\/b><\/p>\n |