Design using geosynthetics — Part 7: Reinforcement

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.

Conception utilisant des géosynthétiques — Partie 7: Renforcement

General Information

Status
Published
Publication Date
14-Jun-2021
Current Stage
6060 - International Standard published
Start Date
15-Jun-2021
Completion Date
15-Jun-2021
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ISO/TR 18228-7:2021 - Design using geosynthetics
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Standards Content (Sample)

TECHNICAL ISO/TR
REPORT 18228-7
First edition
2021-06
Design using geosynthetics —
Part 7:
Reinforcement
Design pour géosynthétiques —
Partie 7: Renforcement
Reference number
ISO/TR 18228-7:2021(E)
©
ISO 2021

---------------------- Page: 1 ----------------------
ISO/TR 18228-7:2021(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2021
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: +41 22 749 01 11
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii © ISO 2021 – All rights reserved

---------------------- Page: 2 ----------------------
ISO/TR 18228-7:2021(E)

Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Design objectives . 2
4.1 General . 2
4.2 Design life . 3
4.3 Soil interaction . 3
4.4 Tensile capacity . 4
4.5 Reduction factors and design strength . 4
5 Local design considerations . 4
5.1 General . 4
5.2 Scandinavia . 4
5.3 Germany . 5
5.4 France . 5
5.5 United Kingdom . 5
5.6 United States of America . 6
Bibliography .
...

TECHNICAL ISO/TR
REPORT 18228-7
First edition
Design using geosynthetics —
Part 7:
Reinforcement
Design pour géosynthétiques —
Partie 7: Renforcement
PROOF/ÉPREUVE
Reference number
ISO/TR 18228-7:2021(E)
©
ISO 2021

---------------------- Page: 1 ----------------------
ISO/TR 18228-7:2021(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2021
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: +41 22 749 01 11
Email: copyright@iso.org
Website: www.iso.org
Published in Switzerland
ii PROOF/ÉPREUVE © ISO 2021 – All rights reserved

---------------------- Page: 2 ----------------------
ISO/TR 18228-7:2021(E)

Contents Page
Foreword .iv
Introduction .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Design objectives . 2
4.1 General . 2
4.2 Design life . 3
4.3 Soil interaction . 3
4.4 Tensile capacity . 4
4.5 Reduction factors and design strength . 4
5 Local design considerations . 4
5.1 General . 4
5.2 Scandinavia . 4
5.3 Germany . 5
5.4 France . 5
5.5 United Kingdom . 5
5.6 United States of America . 6
Bibliography .
...

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