摘要
本文在对目前普遍存在的桥面铺装层破损现象分析的基础上,归纳其主要力学成因,并通过室内模型试验,揭示了桥面铺装层对主梁承载力的贡献。
This paper analyzes the worn of bridge deck and summarizes the mechanical causes of worn. Through indoor model experiments, contribution of bridge deck pavement to girders carrying capacity is disclosed.
出处
《邢台职业技术学院学报》
2003年第3期38-41,共4页
Journal of Xingtai Polytechnic College