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ASTM D6496/D6496M-04A(2015)e1

Заменен
Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners — 4 стр.
ОписаниеСсылкиВерсии

Ссылочные документы

ASTM D76/D76M-11(2016)
Заменен
Standard Specification for Tensile Testing Machines for Textiles — 7 стр.
ASTM D4439-18
Заменен
Standard Terminology for Geosynthetics — 6 стр.
ASTM D6496/D6496M-18
Заменен
Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners — 3 стр.
ASTM D6496-04a(2009)
Заменен
Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners — 4 стр.

На этот документ ссылаются

BS EN 13493:2018
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Geosynthetic barriers. Characteristics required for use in the construction of solid waste storage and disposal sites — 56 стр.
BS EN 13362:2018
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Geosynthetic Barriers. Characteristics required for use in the construction of canals — 56 стр.
BS EN 15382:2018
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Geosynthetic barriers. Characteristics required for use in transportation infrastructure — 64 стр.
BS EN 16993:2018
Действует
Geosynthetic barriers. Characteristics required for use in the construction of storage lagoons, secondary containment (above and below ground) and other containment applications for chemicals, polluted water and produced liquids — 58 стр.
BS EN 15382:2013
Заменен
Geosynthetic barriers. Characteristics required for use in transportation infrastructure — 46 стр.
ASTM D5889/D5889M-16
Заменен
Standard Practice for Quality Control of Geosynthetic Clay Liners — 3 стр.
ASTM D6495/D6495M-15
Заменен
Standard Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners — 4 стр.
ASTM D6496/D6496M-18
Заменен
Standard Test Method for Determining Average Bonding Peel Strength Between Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners — 3 стр.
ASTM D6496-04a(2009)
Заменен
Standard Test Method for Determining Average Bonding Peel Strength Between the Top and Bottom Layers of Needle-Punched Geosynthetic Clay Liners — 4 стр.