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Permanent deformation and deformation compliance of guss-asphalt for orthotropic steel deck plate surfacing 被引量:7
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作者 陈先华 黄卫 王建伟 《Journal of Southeast University(English Edition)》 EI CAS 2004年第3期360-363,共4页
Indentation test and bending test were adopted to investigate permanent deformation and deformation compliance of guss-asphalt for orthotropic steel deck plate. Factors of mastic Epure content, fine to coarse aggregat... Indentation test and bending test were adopted to investigate permanent deformation and deformation compliance of guss-asphalt for orthotropic steel deck plate. Factors of mastic Epure content, fine to coarse aggregate proportion, temperature and loading pressure were investigated. It is pointed out that mastic Epure content, temperature and loading pressure are the main factors influencing permanent deformation of guss-asphalt; fine to coarse aggregate proportion influences its maximum bending strain and crack energy at low temperature. The results indicate that there exists an optimum mastic Epure content, and a critical operation temperature as well as a critical loading pressure for guss-asphalt in operation. 展开更多
关键词 Bending (deformation) Concrete aggregates DEFORMATION Loading
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