Standard Test Method for Time-Dependent Compressive Deformation Under Constant Pressure for Geosynthetic Drainage Products
Importancia y uso:
5.1 The performance characteristics of a drainage geosynthetic are directly related to the integrity under compressive loading. If the product is sensitive to compressive deformation, its flow capacity could be greatly reduced or even shut off completely.
5.2 The deformation sensitivity of a candidate geosynthetic can be tested at field-simulated normal stress and potential tangential stresses.
5.3 This test method does not evaluate the effect of deformation of a geotextile filter or adjacent membrane.
5.4 Compression deformation, as it relates to reduction in flow capacity of a geosynthetic drainage product, is manufacturer and product specific. For example, a 10 % reduction in original thickness of a geonet made by Manufacturer A does not necessarily equal the same reduction in flow capacity as a 10 % reduction in thickness of the same or another type of geonet made by Manufacturer B.
5.5 This deformation data has merit directly to the end user, because it can be easily interpreted to result in a reduction factor for compressive deformation.4 The reduction factor can then be used to derive an allowable flow rate.5
Subcomité:
D35.02
Referida por:
D7931_D7931M-21A, D5819-22
Volúmen:
04.13
Número ICS:
59.080.70 (Geotextiles)
Palabras clave:
compressive deformation; geosynthetic;
$ 954
Norma
D7406
Versión
20
Estatus
Active
Clasificación
Test Method
Fecha aprobación
2020-01-01
