Geosynthetics in roads and pavements


Deployment of the Geosynthetic



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Bog'liq
handbook of geosynthetics

Deployment of the Geosynthetic 

Geosynthetics may be deployed manually or 

mechanically with equipment designed 

specifically for this application. In either case, 

the geosynthetic should not be allowed to 

wrinkle.  The surface temperature of the tack 

coat should not exceed 325

°

F (163


°

C) when a 

paving fabric is deployed. In cool weather, the 

paving fabric needs to be placed as soon after 

the tack coat as possible. Allowing time for the 

tack coat to set and become sticky is advisable 

in hot weather.  

 

The fuzzy side of the paving fabric should be 



laid down into the tack coat leaving the smooth 

side up. The fabric should be broomed into the 

tack coat.  When two segments of fabric come 

together, an overlap of 2 to 6 inches (50 to 150 

mm) should be created and treated with extra 

tack coat. The overlap should be shingled in the 

direction of the paving operation.  

 

If a reinforcing grid only is used, it may be 



attached to the existing pavement by mechanical 

means (nailing) or by adhesives.  Composites of 

grid and paving fabric are installed with a tack 

coat the same as a paving fabric alone. 

 

Overlaps are again 2 to 6 inches (50 to 150 



mm). 

 

In the case of drains, joints, or other 



irregularities, the geosynthetic should be placed 

normally and then cut out around the 

obstruction. Any wrinkles over one inch (25 

mm) should be slit open and treated as overlaps. 

Any traffic on the geosynthetic should be 

carefully controlled. Sharp turning and braking 

will damage the fabric. Sand may be broadcast 

to reduce the likelihood of skidding.  For safety 

reasons, only construction traffic should be 

allowed on the installed paving fabric. 

 

 


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