铁道标准设计2016，Vol.60Issue(5)：129-133,5.DOI:10.13238/j.issn.1004-2954.2016.05.028
桩+喷锚支护在某新建站房土岩结合深基坑中的应用
The Application of Pile and Shotcrete Anchor Supporting in a New Station Building Deep Foundation Pit in Rock and Soil
摘要
Abstract
Based on the analysis of the characteristics of deep foundation pit in rock and soil, the pile and shotcrete anchor supporting is recommended for those deep foundation pits in rock and soil in complex surrounding environment with medium hard or hard lower part rock. And three-stage calculation is conducted for design calculation. For a new station deep foundation pit in soil and rock, three-stage calculation method is used for pile and shotcrete anchor support design, and numerical simulation is used for analysis. The results show that the pile and shotcrete anchor supporting can effectively control the pit deformation and ensure overall stability of the deep foundation pit. So it is verified that the shotcrete anchor support is suitable for deep foundation pit in rock and soil and the three-stage calculation method is safe and reliable.关键词
桩+喷锚支护/土岩结合深基坑/三阶段计算法/基坑变形/整体稳定Key words
Pile and shotcrete anchor supporting/Deep foundation pit in rock and soil/Three stage calculation method/Deformation of foundation pit/Overall stability分类
交通工程引用本文复制引用
涂启柱..桩+喷锚支护在某新建站房土岩结合深基坑中的应用[J].铁道标准设计,2016,60(5):129-133,5.基金项目
中国铁路总公司科技研究开发计划重点课题(2014G008-D) （2014G008-D）
