摘要
介绍在超深基坑的支护主体外围设置连续的止水帷幕,根据目前最常用的深层搅拌桩和高压旋喷桩在超厚砂层的施工过程和成桩质量对比,区分这两种桩在遇到超厚砂层的机械选择。
This paper introduces the super deep foundation pit supporting body is arranged in the periphery of continuous waterproof curtain.Compared with the most commonly used with deep mixing pile and high pressure rotary jet grouting pile in thick sand layer and construction process of the pile quality comparison,to distinguish the mechanical selection when meeting the extra-thick sand layer.
出处
《广东土木与建筑》
2012年第12期27-29,共3页
Guangdong Architecture Civil Engineering
关键词
止水帷幕
旋喷桩
深层搅拌桩
深基坑
超厚砂层
waterproof curtain
rotary churning pile
deep mixing pile
deep foundation pit
extra-thick sand layer