摘要
放坡加土钉墙、静压PHC管桩、旋挖成孔灌注桩结合锚索施工的支护体系,在"厦门北站2013JP03地块"深基坑支护施工中取得成功的实践。本文详细阐述了施工过程中的关键技术。
The supporting system of slope plus soil nailing wall,static pressure PHC pipe pile,rotary excavated bored pile combined with anchor cable construction has been successfully applied in the deep foundation pit support construction of 2013JP03 block of Xiamen North Railway Station.In this paper,the key technology in the construction process is described in detail.
作者
梁春利
Liang Chunli(Xiamen Xinjing Group Co.,Ltd.,Xiamen,Fujian 361000)
出处
《江西建材》
2018年第14期78-79,共2页
Jiangxi Building Materials
关键词
深基坑
土钉墙
桩锚联合
PHC管桩
旋挖成孔灌注桩
Deep foundation pit
Soil nailing wall
Pile-anchor combination
PHC pipe pile
Rotary excavated hole cast-in-place pile