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- W2352173864 abstract "Base the principle of coordinate deformation,the 3D finite element models were established and used for load stress analysis of typical cement concrete pavement structure.The designing parameter combinations were established with orthogonal design method.The effects of designing parameter on the stress responses of subgrade and pavement?were systematically analyzed.For cement concrete pavement,within the pavement design parameters,the results indicate that only the subgrade resilient modulus and slab thickness had a significant influence on tensile stresses of the slab and stress responses of subgrade correspondly.Therefore,the design of slab thickness and subgrade resilient modulus can be regard as the focus of the cement concrete pavement design.According to the depth of subgrade workspace under different slab thickness,the subgrade workspace depth of expressway can be 1.5 meters.Under heavy traffic,based on the fatigue life influence law of cement concrete pavement slab under different slab thickness and subgrade resilient modulus and gear weight,the slab thickness should be increased and the subgrade should be enhanced.From the economic point of view and in combination of the above analysis,the optimal cement slab thickness can be between 28~30 centimeters and the reasonable subgrade resilient modulus can be 40~80 MPa." @default.
- W2352173864 created "2016-06-24" @default.
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- W2352173864 date "2012-01-01" @default.
- W2352173864 modified "2023-09-24" @default.
- W2352173864 title "Study on Cement Concrete Pavement Design Based on the Coordinate Deformation" @default.
- W2352173864 hasPublicationYear "2012" @default.
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