摘要
文章介绍了广西大学站站位和地质情况,对广西大学站的基坑支护形式进行分析和总结,建立计算模型,确定嵌固深度,进行内力分析并配筋,最后对地下连续墙和钻孔咬合桩进行综合比选。
The article introduces the location and geological situations of Guangxi University Station,analyzes and summarizes the foundation timbering forms,builds calculation model,confirms the depth of build-in,carries out internal force analysis and arrange reinforcement.Finally,it also compares and selects underground continuous concrete walls and drilled secant piles.
出处
《企业科技与发展》
2011年第1期55-56,共2页
Sci-Tech & Development of Enterprise
关键词
地下连续墙
钻孔咬合桩
基坑支护
嵌固深度
underground continuous concrete wall
drilled secant pile
foundation timbering
the depth of build-in