- ZHANG Hong
ZHANG Hong
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China;Transportation Institute of Inner Mongolia University, Huhehaote 010070, China
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Search for this author on this site - LING Jianming
LING Jianming
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
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Search for this author on this site - YUAN Jie
YUAN Jie
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
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Search for this author on this site - QIAN Jingsong
QIAN Jingsong
Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
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Differential settlement of foundation will result in adverse state of cement concrete pavement, additional force is induced by self weight while existing disengaging under slab and fatigue life of pavement is affected. Mechanical model of existence of disengaging under slab is established under self weight and formula of stress and deflection of slab are derived by related theory of plate and shells based on existence of disengaging under slab induced by the shield driving method.
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ZHANG Hong, LING Jianming, YUAN Jie, QIAN Jingsong. Theory Analysis of Cement Concrete Pavement Structure Based on Existence of Disengaging Under Slab[J].同济大学学报(自然科学版),2012,40(11):1677~1679
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History
- Received:September 15,2011
- Revised:September 26,2012
- Adopted:January 13,2012
- Online: November 27,2012
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