摘要
介绍了杭州一个深基坑工程的设计和现场监测实例。该工程设一层半地下室,基坑深7.95～8.30 m,采用钻孔灌注排桩作为挡土结构,坑内设置一层钢筋混凝土临时内支撑,并在坑底设置条状水泥土被动加固区。通过对支护方案的选择和监测结果的分析,得出一些有价值的结论。
A 7.95-8.30 m deep excavation in Hangzhou was given as a case. Bored cast-in-place piles with a strut were used as the retaining wall, and cement-stabilized strip was designed to control the deformation. Some useful conclusions were drawn through the analysis of the measured results.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2006年第B11期1815-1818,共4页
Chinese Journal of Geotechnical Engineering
关键词
深基坑
支护方案
监测
deep excavation
retaining scheme
monitoring
