CSA Group Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method ISO/TS 19708:2007

Description
ISO/TS 19708:2007 specifies a test method for the determination, using a roller compactor for bituminous mixtures, of the damage to a geosynthetic used as a separator in interlocking-concret e-block pavements. The geosynthetic is placed between a cushion-sand course and a base coarse material. The roller compactor simulates highway traffic load and pedestrian load. After the roller compactor test, the cushion sand retained is determined. ISO/TS 19708:2007 can be used for selecting a geosynthetic.
Description
ISO/TS 19708:2007 specifies a test method for the determination, using a roller compactor for bituminous mixtures, of the damage to a geosynthetic used as a separator in interlocking-concret e-block pavements. The geosynthetic is placed between a cushion-sand course and a base coarse material. The roller compactor simulates highway traffic load and pedestrian load. After the roller compactor test, the cushion sand retained is determined. ISO/TS 19708:2007 can be used for selecting a geosynthetic.

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Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method - ISO/TS 19708:2007 - CSA Group
Toronto, Ontario, Canada
Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method
ISO/TS 19708:2007
Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method ISO/TS 19708:2007
ISO/TS 19708:2007 specifies a test method for the determination, using a roller compactor for bituminous mixtures, of the damage to a geosynthetic used as a separator in interlocking-concret e-block pavements. The geosynthetic is placed between a cushion-sand course and a base coarse material. The roller compactor simulates highway traffic load and pedestrian load. After the roller compactor test, the cushion sand retained is determined. ISO/TS 19708:2007 can be used for selecting a geosynthetic.

ISO/TS 19708:2007 specifies a test method for the determination, using a roller compactor for bituminous mixtures, of the damage to a geosynthetic used as a separator in interlocking-concrete-block pavements. The geosynthetic is placed between a cushion-sand course and a base coarse material. The roller compactor simulates highway traffic load and pedestrian load. After the roller compactor test, the cushion sand retained is determined.

ISO/TS 19708:2007 can be used for selecting a geosynthetic.

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Technical Specifications

  CSA Group
Product Category Standards and Technical Documents
Product Number ISO/TS 19708:2007
Product Name Geosynthetics - Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method
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