摘要
通过工程实例介绍水泥搅拌桩在深基坑支护中无法达到设计深度且桩底高出基坑底面时采用复合土钉墙的设计与施工,指出设计中遇到的问题,阐述了设计原理和施工方法,可供类似工程参考。
If the cement mixing pile can not achieve the design deepth and the bottom of the pile higer than the bottom of foundation pit,the composite soil nailing wall is adopted as the supporting structure.Combined with a specific engineering example,the problem faced in the design is pointed,and the principle of design and construction method is explained in this paper,which can give reference to similarity engineering.
出处
《广东交通职业技术学院学报》
2010年第2期52-54,共3页
Journal of Guangdong Communication Polytechnic
关键词
深基坑支护
复合土钉墙
设计
施工
supporting of deep foundation pit
composite soil nailing wall
design
construction