AS 3706.5-2000
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Geotextiles - Methods of test Determination of puncture resistance - Drop cone method
Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users
01-24-2024
English
10-11-2000
This Standard sets out the method for determining the puncture resistance of geotextiles bythe drop cone method for both atmospheric and wet-conditioned specimens.
Committee |
CE/20
|
DocumentType |
Standard
|
ISBN |
0 7337 3544 4
|
Pages |
12
|
PublisherName |
Standards Australia
|
Status |
Superseded
|
SupersededBy | |
Supersedes | |
UnderRevision |
This Standard sets out the method for determining the puncture resistance of geotextiles by the drop cone method for both atmospheric and wet-conditioned specimens.
Originated as AS 3706.5-1990.
Previous edition 1994.
Third edition 2000.
AS 3706.1-1990 | Geotextiles - Methods of test - General requirements, sampling, conditioning, basic physical properties and statistical analysis |
AS 3704-1990 | Geotextiles - Glossary of terms |
AS 3706.1-2003 | Geotextiles Methods of test - General requirements, sampling, conditioning, basic physical properties and statistical analysis |
AS 3704-2005 | Geosynthetics - Glossary of terms (Reconfirmed 2018) (Reconfirmed 2023) |
AS 1289.6.1.1-1998 | Methods of testing soils for engineering purposes Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen |
AS 3704-2005 | Geosynthetics - Glossary of terms (Reconfirmed 2018) (Reconfirmed 2023) |
AS/NZS 2566.2:2002 | Buried flexible pipelines Installation (Reconfirmed 2016) |
AS 3706.1-2003 | Geotextiles Methods of test - General requirements, sampling, conditioning, basic physical properties and statistical analysis |
AS 3705-2012 | Geotextiles - Identification, marking and general data (Reconfirmed 2023) |
AS 3705-2003 | Geotextiles - Identification, marking, and general data |
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