摘要
南京地铁一号线珠江路车站基坑采用SMW工法,基坑设计和施工中,通过合理确定围护结构入土深度及支撑体系、合理选择施工参数、加强坑内土体加固,综合控制基坑的变形等措施,确保了基坑稳定及周围建筑物和管线的安全。
SMW method was employed in the pit construction of Zhujiang R. Station of Nanjing Subway No. 1. In the design and construction of the foundation pit its stability and the safety of the surrounding buildings and pipelines were ensured by reasonable embedding depth of the enclosure structure, rational construction parameters, soil strengthening in the pit and the comprehensive controls of the pit deformation.
出处
《建筑技术》
北大核心
2006年第12期910-912,共3页
Architecture Technology
关键词
大型深基坑
SMW工法
搅拌桩
large-sized pit
SMW construction method
mixed pile
