Mechanical Properties of Asphalt Pavement Sensitivity Analysis Under Overload
Qian Hui-jing
Abstract
Qian Hui-jing
Abstract
By changing asphalt pavement layer modulus under different load conditions,the mechanical properties and pavement performance variation of the surface deflection,surface tensile stress,sub-base tensile stress,subgrade tensile stress are determined with the structure parameters changing of the asphalt pavement under overload.The overloading asphalt pavement should reasonable control the relationship of the layer modulus and increase the subgrade modulus.It provides a theoretical basis for the design and construction of asphalt pavement under overload condition.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
By changing asphalt pavement layer modulus under different load conditions,the mechanical properties and pavement performance variation of the surface deflection,surface tensile stress,sub-base tensile stress,subgrade tensile stress are determined with the structure parameters changing of the asphalt pavement under overload.The overloading asphalt pavement should reasonable control the relationship of the layer modulus and increase the subgrade modulus.It provides a theoretical basis for the design and construction of asphalt pavement under overload condition.
Key concepts: Asphalt, Asphalt pavement, Subgrade, Modulus, Ultimate tensile strength, Deflection (physics), Geotechnical engineering, Materials science