The use of fabric reinforced overlays to control reflection cracking of composite pavements.

McGhee, Kenneth H; Hughes, Charles S

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The use of fabric reinforced overlays to control reflection cracking of composite pavements.

1973
By McGhee, Kenneth H ; Hughes, Charles S

[PDF-708.00 KB]

English

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Creators:

McGhee, Kenneth H ; Hughes, Charles S

McGhee, Kenneth H ; Hughes, Charles S Less -
Publication/ Report Number:

VHRC 72-R27
Resource Type:

Tech Report
Geographical Coverage:

Virginia
OCLC Number:

23734879
Corporate Publisher:

Virginia Transportation Research Council
Abstract:

Fabric reinforcement was used in an attempt to prevent reflection cracking of two bituminous concrete layers overlying an 8-inch plain (unreinforced, unjointed) concrete base that was underlain by a portland cement stabilized subbase material. On these pavements it was expected that the extremely rigid base and subbase layers would reduce vertical motion to a minimum. Similar pavements constructed with no overlay reinforcement readily showed reflection cracking in the bituminous layers, presumably because of horizontal, thermally induced movements of shrinkage cracks in the concrete base.
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PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:d6ea98bb3dcaa30c09d57e6cf26df7641e58d001d9da3fe7d23bd7d8fccff6be
Download URL:

https://rosap.ntl.bts.gov/view/dot/19277/dot_19277_DS1.pdf
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The use of fabric reinforced overlays to control reflection cracking of composite pavements.

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