摘要
根据钢板桩围堰的实际受力状况建立力学模型,通过理论计算确定钢板桩围堰的实际受力,并通过实际施工情况验证该方法的可行性,得出理论算法比规范采用的经验算法具有更高的精确性和安全性,能够更好地满足工程施工需要。
It builds the mechanical model according to the real stress situation of steel plate pile fender, decides the real stress of steel plate pile fender through the theoretical calculation, verifies the feasibility of the method through the real construction, and deduces the it has higher accuracy and safety of theoretical algorithm compared with the empirical algorithm that adopted in gauge and can meet the need of project construction better.
出处
《山西建筑》
2008年第13期136-137,共2页
Shanxi Architecture
关键词
钢板桩围堰
设计
施工
steel plate pile fender, design, construction