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TEMA 2026 Edition – Online Subscription Only

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API RP 15SIH, 2nd Edition: Installation and Handling of Spoolable Reinforced Plastic Line Pipe

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158

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API RP 754, 4th Edition: Process Safety Performance Indicators for the Refining and Petrochemical Industries

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ASME B31.1-2020: Power Piping

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ASME B31.1-2022: Power Piping

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ISO 18228:2025

ISO 18228:2025 Design using geosynthetics – Part 5: Stabilization

CDN $349.00

Description

This document provides a summary of general guidance for the design of geosynthetics to fulfil the function of stabilization of granular layers in contact with natural soils, fills, asphalt or other materials.

The concepts of the summarised guidance are based on installed materials, the installation process and on either the strength or deformation behaviour, or both, of geosynthetics.

This document provides general considerations to support the design of unbound layers of paved and unpaved roads, working platforms and foundations utilizing the stabilization function of geosynthetics. This is typically for the serviceability limit state (SLS).

Edition

1

Published Date

2025-01-10

Status

PUBLISHED

Pages

48

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document provides a summary of general guidance for the design of geosynthetics to fulfil the function of stabilization of granular layers in contact with natural soils, fills, asphalt or other materials.

The concepts of the summarised guidance are based on installed materials, the installation process and on either the strength or deformation behaviour, or both, of geosynthetics.

This document provides general considerations to support the design of unbound layers of paved and unpaved roads, working platforms and foundations utilizing the stabilization function of geosynthetics. This is typically for the serviceability limit state (SLS).

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