搅拌桩加固挡土墙基底软土相关参数探讨  

Discussion on the Related Parameters of Mixing Piles for Reinforcing the Soft Soil Ground under the Retaining Wall

作　　者：张春笋[1] 汪慧君[2] 吴进良[3] 

机构地区：[1]江苏省交通规划设计院股份有限公司,南京210005 [2]安徽省交通规划设计研究院,合肥230088 [3]重庆交通大学土木建筑学院,重庆400074

出　　处：《路基工程》2015年第3期55-57,62,共4页Subgrade Engineering

摘　　要：以常熟市三环快速化改造工程为依托,对搅拌桩加固挡土墙基底软土的桩长及桩间距的选定进行了分析。结果表明:增加搅拌桩桩长对控制路段沉降是有利的,但当搅拌桩桩长达到临界长度后,地基承载力不再随桩长的增加而增加;在工程实践中,搅拌桩的桩长一般都大于临界值,故在桩径一定的情况下,为提高地基承载力,可缩小桩间距。Based on the rapid reconstruction project at pile spacing are analyzed and selected when the mixing the retaining wall. The results show that, the increase settlement, but when the length of the pile reaches the the third ring road in Changshu, the pile length and piles are used to strengthen the soft soil ground under of the pile length is beneficial to control the subgrade critical length, the subgrade bearing capacity will not be increased as the pile length is increased. In engineering practice, the length of the mixing pile is usually greater than the critical value, and thus the pile spacing can be reduced to get better subgrade bearing capacity under the condition that the pile diameter is fixed.

关 键 词：搅拌桩 挡土墙 软土 桩长 桩间距 

分 类 号：TU472.36[建筑科学—结构工程]