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AS 3706.4-2012

[Current]

Geotextiles — Methods of test, Method 4: Determination of burst strength — California bearing ratio (CBR) — Plunger method

This Standard sets out the method for determining the burst strength and deformation properties of geotextiles using the California bearing ratio (CBR) test apparatus for both atmospheric-conditioned and wet-conditioned specimens.
Published: 30/04/2012
Pages: 9
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Foreword
1 Scope
2 Application
3 Referenced documents
4 Principle
5 Definitions
6 Apparatus
7 Preparation of test specimens
7.1 Sampling
7.2 Conditioning
8 Test conditions
9 Procedure
10 Calculations
10.1 For each specimen
10.1.1 Plotting of results
10.1.2 CBR burst strength
10.1.3 CBR elongation
10.2 Representative values
10.3 Requirements for further testing
10.3.1 Repeatability of results
10.3.2 Limits of error
11 Report
Cited references in this standard
[Current]
Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen
[Withdrawn]
Dial gauges and dial test indicators (metric series)
[Current]
Calibration and classification of force-measuring systems
[Current]
Geosynthetics — Glossary of terms
[Current]
Geotextiles — Methods of test, Method 1: General requirements, sampling, conditioning, basic physical properties and statistical analysis
Content history
[Superseded]
AS 3706.4-2012 REC:2023
DR AS 3706.4

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