摘要
介绍了飞云江三桥主塔墩基础工程特点及施工重点,详细阐述了该工程承台大体积混凝土配合比的设计过程,指出高性能混凝土是解决耐久性问题的方法,可供高性能混凝土配合比设计时借鉴。
It introduces characteristic of pier foundation engineering of Feiyunjiang third-bridge and its construction point, illustrates proportion design course of massive concrete, points out high performance concrete is way to settle durability of concrete, which can be referred for proportion design of high-performance concrete.
出处
《山西建筑》
2006年第8期150-151,共2页
Shanxi Architecture
关键词
桥梁工程
配合比
集料
混凝土
bridge engineering, proportion, aggregate, concrete
