摘要
背拉式钢板桩支护结构在某基坑中的成功应用,表明该支护结构是一种简单实用的基坑支护新方法。结合工程实践,本文研究了背拉式钢板桩的工作机理、方案设计和计算方法。通过基坑工程的具体应用,总结了背拉式钢板桩支护结构应用于基坑工程的优缺点。
As a new method of retaining and protection of building foundation excavation,the back pulled steel sheet pile structure was applied in a foundation excavation successfully.Combined with engineering practice,the working mechanism and design method of back pulled steel sheet pile structure were researched and the advantages and existing problems of the structure were discussed.
出处
《辽宁省交通高等专科学校学报》
2018年第6期1-4,共4页
Journal of Liaoning Provincial College of Communications
关键词
背拉式
钢板桩
基坑支护
back pulled
steel sheet pile
foundation excavation
