摘要
通过对连续刚构桥施工过程和成桥阶段的分析,对连续刚构桥桩基间距进行了优化,从而使桩基受力更加合理,同时取得较好的经济效益。
The author optimizes the size of pile spacing for the foundation of continuous rigid bridges by investigating through the construction and completion period,which can make on the pile-foundation force more reasonable and gain better economic benefit.
出处
《交通标准化》
2012年第7期139-141,共3页
Communications Standardization
关键词
曲线
连续刚构桥
桩基础偏心
curved
continuous rigid bridge
eccentricity
