摘要
太原南站综合调度楼及列车换乘中心工程基坑占地13 256 m^2,周长496 m,开挖深度11.25 m。通过介绍支护方案比选、施工要求及施工期间的监测结果。采用联合支护技术安全可靠,取得了良好的施工效果,满足基坑工程安全要求。
The base pit of Taiyuan South Railway Station Comprehensive Dispatching Building and Train Transfer Center Project covers an area of 13 256 m^2,a perimeter of 496 m,and an excavation depth of 11.25 m. Through the selection of support plan,construction requirements and monitoring results during construction. The joint support technology is safe and reliable,and good construction results have been achieved to meet the safety requirements of the foundation pit project.
出处
《建筑技术开发》
2018年第13期123-124,共2页
Building Technology Development
关键词
深基坑
锚杆桩
双排桩
基坑监测
deep foundation pits ： anchor piles
double-row piles ： foundation pit monitoring
