摘要
根据贝诺特工法在南京河西地区某深基坑工程中的施工情况,详细介绍了这一围护结构形式在南京软土中的应用,阐述了咬合桩围护结构的计算方法,并对其成桩过程中遇到的问题及解决措施予以分析。
According to the construction situation of the Benoto method in the deep foundation project of the west of river region in Nanjing, the paper gives the detailed introduction on the application of the bracing structure in the soft soil of Nanjing, illustrates the calculation method for the connected piles bracing structure, and analyzes the problems in piling process and the solution measures.
出处
《山西建筑》
2008年第33期13-14,共2页
Shanxi Architecture
关键词
软土
套管咬合桩
深基坑
soft soil, cased secant piles, deep foundation
