Chapter
Aug 12, 2020
Study on Evaluating the Influence of Mechanical Parameters to Semi-Rigid Base of Asphalt Pavement in Service
Publication: CICTP 2020
ABSTRACT
In order to study the subgrade structure situation of existing asphalt pavement, unconfined compressive strength, and the resilience modulus with single axis compression were adopted to evaluate semi-rigid asphalt base in service. The mechanical parameters could be used to analysis the mechanism of transverse cracks, which would provide necessary technical support for maintenance.
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Published In
CICTP 2020
Pages: 1823 - 1830
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Aug 12, 2020
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1JSTI Group, 2200 Chengxin Rd., Jiangning, High-Tech Industrial Park, Nanjing, Jiangsu 211112, PR China. Email: [email protected]
2JSTI Group, 2200 Chengxin Rd., Jiangning, High-Tech Industrial Park, Nanjing, Jiangsu 211112, PR China. Email: [email protected]
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