SIST EN ISO 10318-2:2015 PDF

Name: SIST EN ISO 10318-2:2015 — Geosynthetics - Part 2: Symbols and Pictograms (ISO 10318-2:2015)
SKU: SIST EN ISO 10318-2:2015
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Geosynthetics - Part 2: Symbols and Pictograms (ISO 10318-2:2015)

Название (английский):

SIST EN ISO 10318-2:2015

Geosynthetics - Part 2: Symbols and Pictograms (ISO 10318-2:2015)

Статус документа:: Действующий
Формат:: Электронный (PDF)
Количество страниц:: 14
Дата публикации:: 7 мая 2015 г.
ICS:: 01.040.59
Технический комитет:: ITEK - Textile and textile products

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Описание (английский):

The intent of ISO 10318-2:2015 is to define property symbols, graphical symbols, and pictograms used in EN and ISO geosynthetics standards. Definitions of particular or specific symbols and pictograms terms not included in this this part of ISO 10318 can be found in the International Standards describing appropriate test methods.

Abstract

Похожие стандарты

Стандарты, упомянутые в описании

Overview

EN ISO 10318-2:2015 - Geosynthetics, Part 2: Symbols and pictograms (ISO 10318-2:2015) standardizes the property symbols, graphical symbols and pictograms used throughout EN and ISO geosynthetics standards. Published by CEN and identical to ISO 10318-2:2015, this part complements Part 1 (terms and definitions) and provides the symbolic language for technical data sheets, test reports, drawings and product labelling for geosynthetics (e.g., geotextiles, geogrids, geonets).

Key topics and technical requirements

Scope and intent

Defines property symbols (with units and references) and graphical symbols/pictograms used in geosynthetic standards.
Notes that specific symbol definitions not covered here are given in relevant test-method standards.

Property symbols

Physical: thickness (d, mm), width (b, m), length (l, m), mass per unit area (ρ, g/m²).
Hydraulic: coefficient of permeability (k, m/s), permittivity (ψ = k/d), transmissivity (θ = k·d), flow capacity and velocity indices, characteristic opening size (O90, µm).
Mechanical: tensile stress and strength symbols (σ, T), tensile modulus (J), seam/joint strength and efficiency (Jmax, ξ), puncture/load indicators and related units.

Graphical symbols and pictograms

Product-type icons and abbreviations (e.g., GTX = geotextile, GGR = geogrid, GNT = geonet, GCO = geocomposite).
Functional pictograms for separation, barrier, filtration, drainage, reinforcement, protection, stress relief and surface erosion control.
Application pictograms for infrastructure sectors (reservoirs, dams, canals, roads, railways, tunnels, waste containment, coastal systems, asphalt reinforcement, drainage systems).

References

Cross-references to ISO 10318-1 and applicable test standards (e.g., ISO 9863-1 for thickness determination).

Applications and users

Geotechnical and civil engineers specifying geosynthetics in designs (roads, rail, dams, retaining walls, landfills).

Product manufacturers and technical documentation teams for consistent data sheets, labels and catalogues.

Test laboratories and certification bodies for reporting measured properties using standardized symbols.

Procurement specialists, contractors and regulators who rely on clear, standardized pictograms for selection and compliance.

Related standards

ISO 10318-1 - Geosynthetics: Terms and definitions (complements Part 2).

Test-method standards referenced for specific symbols (e.g., ISO 9863-1:2005 for thickness measurement).

Using EN ISO 10318-2:2015 ensures clear, consistent communication of geosynthetic properties across specifications, drawings and international supply chains.

SIST EN ISO 10318-2:2015 PDF

Abstract

Похожие стандарты

Overview

Key topics and technical requirements

Applications and users

Related standards

Технические детали

ISO 10318-2:2015

Geosynthetics — Part 2: Symbols and pictograms

ISO 9863-1:2005

Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers

SIST EN ISO 10318-1:2026

Geosynthetics - Part 1: Vocabulary (ISO 10318-1:2026)

ISO 9863-1:2016/Amd 1:2019

Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers — Amendment 1