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- W1976236105 abstract "Accelerated distress of Portland cement concrete pavements (PCCP) over structures such as culverts, pipes, and tunnels beneath roadways is a common occurrence. In this article, finite element analysis is employed to analyze the response of concrete pavements over such structures. The factors that influence the overlying pavement slabs include: (1) cover depth, (2) pavement slab thickness and length, (3) cement concrete elastic modulus, (4) foundation modulus, and (5) backfill soil modulus. The tensile stresses at the bottom and top of the slab induced by wheel loads are predicted. In the traditional pavement design only the tensile stress at the bottom of the slab is considered to be significant. However, this study shows that the tensile stress at the top surface of pavement slabs over culverts may also cause the concrete pavements to fail. A laboratory model was employed to study the mechanical characteristics of Portland cement concrete pavement slabs over culverts and to verify the theoretical analysis." @default.
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- W1976236105 date "2001-07-01" @default.
- W1976236105 modified "2023-09-27" @default.
- W1976236105 title "Finite Element Analysis of Concrete Pavements Over Culverts" @default.
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- W1976236105 doi "https://doi.org/10.1061/(asce)1532-3641(2001)1:3(337)" @default.
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