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• W2348790116 abstract "For different modulus of asphalt semi-rigid base,these factors,such as the vertical stress on surface,the tensile stress on the bottom layers of surface and base,the deflection on surface and surface shearing stress,were analyzed to find out the location of each maximum value of them,and the change trend with various semi-rigid modulus.The results show that too large modulus of asphalt semi-rigid base will lead to pavement rut,shear failure,base course crack and reduction of fatigue life of surface.But too little modulus will be lack of strength.By overall analysis,the modulus of asphalt semi-rigid base shall be selected from 1000～1600MPa." @default.
• W2348790116 created "2016-06-24" @default.
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• W2348790116 date "2011-01-01" @default.
• W2348790116 modified "2023-09-28" @default.
• W2348790116 title "Influence of Asphalt Semi-rigid Base Modules on Pavement Structural Stress" @default.
• W2348790116 hasPublicationYear "2011" @default.
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