摘要
对钢板桩的常用计算理论、主要土压力确定方法等要点进行了系统的分析论证和计算,并结合工程经验就施工过程中的质量、安全控制进行相应总结,通过实践证明,板桩式基坑支护具有良好的工程性能和可重复利用的特性,在满足支护结构强度、刚度要求的同时还具有较好的经济效益,是一种较为合理的支护形式。
From the common calculation theory of the steel sheet pile and the main earth pressure calculation method, and summry engineering experiences for quality and safety control in the process of construction. It has proved by the practice that the sheet pile foundation pit support has better enneering performance has the renewable feature, so it can meet the strength and stiffness＇ requirements of the support structure and has better economic benefits, and it is a more reasonable support form.
出处
《山西建筑》
2013年第18期168-171,共4页
Shanxi Architecture
关键词
深基坑施工
钢板桩支护
受力分析
deep foundation pit construction
support of steel sheet pile
force analysis
