摘要
通过对一深基坑支护结构中高压灌浆预应力锚杆受力全过程长达１０个月的跟踪测试，分析了锚杆受力的变化规律。
Through more than ten month's continuous observing to the high pressure grouting prestressed soil bolts used in a deep excavation retaining structure, the variety of the soil bolts' internal force is analyzed. The existing design theory and method are approached.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1997年第A11期127-132,共6页
Journal of Southeast University：Natural Science Edition
基金
中建地下工程公司资助
关键词
高压灌浆
预应力
锚杆
应力
深基础
支护
high pressure grouting
prestress
soil bolts
stresses
losses
reinforcing bar
