摘要
以武汉某深基坑工程为例,对桩锚支护结构体系的优化设计原理进行阐述,并应用尺寸变动法进行优化设计,使支护结构更趋于合理,取得了较好的经济和社会效益。
According to the explanation of the design of a deep foundation project, the author explains optimizing design theory in the design of pile - anchor supporting system. By using size changing method in the optimizing design, the supporting system of this deep foundation project is more optimizing and more economic and society benefit is gained.
出处
《资源环境与工程》
2005年第3期185-187,共3页
Resources Environment & Engineering
