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- W2355145894 abstract "Using a mechanistic model of double-layered and double-slabs pavement structure with unequal planar dimension resting on Winkler foundation,the influences of base extension Ba,void size beneath slab Lv and structure combinations on the deflection of center and corner,deflection-based load transfer efficiency W and deflection index DI are analyzed.The results showed that the deflection of center and corner of different structure are different,the influences of base extension Ba and void size beneath slab Lv on deflection of corner are significant,however they influent little on deflection of center.Deflection-based load transfer efficiency W and deflection index DI are relative to void size beneath slab Lv.The results can be used to evaluate the void beneath slab of cement concrete pavements." @default.
- W2355145894 created "2016-06-24" @default.
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- W2355145894 date "2012-01-01" @default.
- W2355145894 modified "2023-09-26" @default.
- W2355145894 title "Analysis of deflection for Cement Concrete Pavement Structure with Void" @default.
- W2355145894 hasPublicationYear "2012" @default.
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