ISO/TR 18228-9:2022

Design using geosynthetics — Part 9: Barriers

This document considers the guidance for geotechnical and civil engineers involved in the design of the barrier function.

Conception utilisant des géosynthétiques — Partie 9: Etanchéité par géosynthétiques

General Information

• Status: Published
• Publication Date: 12-Apr-2022
• ICS: 59.080.70 - Geotextiles
• Technical Committee: ISO/TC 221 - Geosynthetics
• Drafting Committee: ISO/TC 221/WG 6 - Design using geosynthetics
• Current Stage: 6060 - International Standard published
• Start Date: 13-Apr-2022
• Completion Date: 13-Apr-2022

Standards Content (Sample)

TECHNICAL ISO/TR
REPORT 18228-9
First edition
2022-04
Design using geosynthetics —
Part 9:
Barriers
Design pour géosynthétiques —
Partie 9: Barrières
Reference number
ISO/TR 18228-9:2022(E)
© ISO 2022

---------------------- Page: 1 ----------------------
ISO/TR 18228-9:2022(E)
COPYRIGHT PROTECTED DOCUMENT
© ISO 2022
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on
the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below
or ISO’s member body in the country of the requester.
ISO copyright office
CP 401 • Ch. de Blandonnet 8
CH-1214 Vernier, Geneva
Phone: [phone]
Email: [e-mail]
Website: www.iso.org
Published in Switzerland
ii
  © ISO 2022 – All rights reserved

---------------------- Page: 2 ----------------------
ISO/TR 18228-9:2022(E)
Contents Page
Foreword .v
Introduction . vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Pictograms . 2
4.1 Product and function . 2
4.2 Applications. 2
4.2.1 Containment application, non-landfill (CA) . 2
4.2.2 Chemical containment, non-landfill (CC) . . 2
4.2.3 Construction waterproofing (CW) . 3
4.2.4 Landfill base lining (LBL) . 3
4.2.5 Landfills caps (LC) . 3
4.2.6 Secondary containment (SC) . 4
4.2.7 Transport infrastructure applications (TIA) . 4
4.2.8 Tunnels (Tu) . 5
4.2.9 Water retaining structure (WRS-e), e.g. balancing ponds, dams, dykes and
canals (usually empty) . 5
4.2.10 Water retaining structure (WRS-f), e.g. reservoirs, canals (usually full) . 5
5 Design Criteria . 6
6 Materials . 7
6.1 General .
...