Geosynthetics. Procedure for simulating damage under interlocking-concrete-block pavement by the roller compactor method1 Scope This Technical Specification 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

capacitive coupling impedance

and parts such as plugs and receptacles

Drainage and sewerage under pressure

consumption

Note 2: BS EN 14136 does not specify ways in which EQAS themselves are organised

— devices for management functions

Steam supply

BS EN 1337-8:2007 Structural bearings

Screening of cabling elements

BS EN 1994-1-1 is for direct application

engineering and construction

verification and validation of equipment for other welding processes and ancillary equipment which may affect the quality of the weld