摘要
大连市东港区K01地块由于其周边条件的复杂性,常规基坑支护方案很难实施,通过多方案对比和采用"理正深基坑6.01"软件进行模拟分析,对原支护方案进行了优化,并对主要技术措施和监测等实施要点进行了论述,基坑位移监测数据表明方案优化后有效地控制了基坑变形,确保了基坑的安全、稳定使用。
Due to the complexity of the surrounding conditions,the traditional supporting schemes for the foundation pit were not quite available to Block K01 in Donggang District,Dalian.This paper compared a multitude of schemes,the soft-ware of “Lizheng Foundation Pit 6.01”was adopted to simulate and analyze the schemes.The previous supporting scheme was optimized,and the main technical measures and monitoring points were discussed.The displacement monitoring data showed that the optimized supporting scheme could control the deformation of the foundation pit well and ensure the safety and stability of the foundation pit.
出处
《铁道建筑技术》
2015年第12期104-107,共4页
Railway Construction Technology
基金
中铁建设集团有限公司2012年度科技研究开发项目(LX12-01)
关键词
基坑支护
对比分析
模拟计算
方案优化设计
foundation pit supporting
comparative analysis
simulation calculation
optimal design for scheme
