摘要
基于北京某地铁车站基坑工程设计,对基坑土钉墙作用机理、设计方法及两者之间存在的问题进行了论述,并针对出现的问题提出了见解和建议。其对类似工程的管理、设计及施工有一定的参考意义。
Based on the design of the foundation pit of a metro station in Beijing, this article particularly describes the function mechanism of the soil nailing wall and the design methods as well as problems exist among the two. In the article, the author presents his view on how to solve the problems, i.e. to adopt the approach of dynamic design for the soil nailing wall in order to adapt site conditions, which sheds light on the management, design and construction of similar engineering projects.
出处
《工程质量》
2011年第6期56-59,共4页
Construction Quality
关键词
土钉墙
承载力
整体稳定
动态设计
soil nailing wall
bearing capacity
overall stability
dynamic design
