摘要
大桥主墩承台位于北澄子河岸边,基坑深度超过8 m,通过地质分析及边坡稳定计算,确定采用直接开挖方案,采取有效的防护措施,最终安全顺利完成了承台的施工。
The main pier cap of the bridge is located on the bank of Beichengzi river,and the depth of the foundation pit is more than 8 m.Through geological analysis and slope stability calculation,the direct excavation scheme is adopted,and effective protective measures are taken to complete the cap construction safely and smoothly.
出处
《建筑技术开发》
2020年第16期144-145,共2页
Building Technology Development
关键词
深基坑
开挖
稳定验算
防护
deep foundation pit
excavation
stability checking calculation
protection
