Highways Agency Report
Original Record
Shelfmark: SSR/TRL/WP60
Personal author: Harding, H M
Title: Continuously reinforced concrete pavements (CRCP):
survey to study effect of design variables on cracking
Publisher: Transport and Road Research Laboratory, 1990
Physical description: 22p., charts
Price: Unpriced
Series: Working Paper: Material Memorandum 221
Notes - general: The desire to eliminate transverse movement joints
from concrete pavements has led to the concept of an
unjointed, continuously reinforced concrete pavement
(CRCP). Tensile stresses within the slab are
relieved by transverse cracks, which are kept tightly
closed by the reinforcement to mintain load transfer
across the cracks by aggrevate interlock. The spacing
and the width of the cracks will have am important
influence on the performance of a CRCP at four new
road construction sites are compared.
Keyword: Pavement
TRRL WORKING PAPER
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