摘要
提出了嵌岩支护结构跟随施工过程实时位移控制的可靠度分析内容。通过对一特大超深基坑嵌岩支护结构进行可靠度分析,并与整体位移控制可靠度分析结果进行比较。结果说明,实时位移控制可靠度分析较整体位移控制可靠度分析更具有现实意义,更能保证支护结构最终达到安全可靠,是一个步步为营的策略。
The reliability analysis of rock-socketed support structures with real-time deformation control during the construction process is proposed and carried out in a practical big and deep exvacation engineering. The comparison to reliability analysis with so-called whole deformation control is made. It＇s proved reliability analysis with real-time deformation control during the construction process has more practical meaning and the safety of support structures will be guaranteed gradually.
出处
《工业建筑》
CSCD
北大核心
2006年第2期42-44,49,共4页
Industrial Construction
基金
高等学校博士学科点专项科研基金支持(编号:2000024712)
关键词
可靠度
嵌岩支护结构
施工过程
实时位移控制
reliability
rock-socketed support structures
construction process
real-time deformation control
