摘要
本文对《建筑基坑支护技术规程》(JGJ120-99)和《基坑土钉支护技术规程》(CECS96:97)中有关土钉支护设计的计算方法,从土钉墙的内部整体稳定性分析这一个方面进行分析和比较,并给出了这两种规程的相对安全水平。
The thesis compares and analyzes the internal global stability calculation methods for the safety factor specified in Technical Specification for Retaining and Protection of Building Foundation Excavations (JGJ120 - 99) and Technical specification for soil nailing in foundation Excavations (CECS96:97),At the same time, the relative safety level of these two specification is given.
出处
《黄冈职业技术学院学报》
2007年第2期92-95,共4页
Journal of Huanggang Polytechnic
关键词
内部整体稳定性
土钉墙支护
深基坑
Intemal global stability
Soil - nailing- wall- supporting
Deep foundation pit