Abstract
In this paper, on the basis of investigating the traffic capacity and cross-sectional form of the concrete strip roads, the technological and economical possibility of concrete strip roads replacing the forth class full width concrete and asphalt pavement was discussed. By analyzing structural combination and drainage characteristics of the concrete strip roads, the structure combination forms were recommended. Then the mechanical characteristics of the concrete strip roads were analyzed. Finally, the design method for thickness of concrete strip slab and the relevant design nomogram were presented.
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