摘要
水泥搅拌桩 -锚杆组合支护结构是一种新型的组合支护结构 ,本文采用有限元方法进行各种参数研究 ,分析了该组合支护结构的受力特性及变形性态。通过计算结果与实测数据的比较 。
The bracing structure of cement m ix ing in place piles combined with soil anchors is a new technique.In this paper,m any parameters of the combinated bracing structure are studied,the loading prope rties and deformation characteristics are also analysed.By the comparision of ca lculated values with the measured data,it is suggested that the results of this paper have guiding value for the technique to be used.
出处
《福建建筑》
2003年第4期21-23,共3页
Fujian Architecture & Construction
关键词
水泥搅拌桩
锚杆
支护
有限元
变形
组合支护结构
the bracing structure of cement mixing in place pil es combined with soil anchors finite element analysis loading properties deforma tion characteristics