Bored Pile Settlement Analysis of Pile End Grouting in Civil Engineering

被引：0
|
作者：
Li, Shaohe [1 ]
Lin, Qunxian [1 ]
Wu, Jian [2 ]
机构：
[1] Zhejiang Ind Polytech Coll, Dept Construct Engn, Shaoxing 312000, Zhejiang, Peoples R China
[2] Zhejiang Yiwu Survey Design Res Inst, Yiwu 322000, Zhejiang, Peoples R China
来源：
ADVANCED RESEARCH ON CIVIL ENGINEERING AND MATERIAL ENGINEERING | 2012年 / 568卷
关键词：
Bored pile; Grouting slurry bubble; Modulus; Settlement; Civil Engineering;
D O I：
10.4028/www.scientific.net/AMR.568.99
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The single pile subsidence quantity computation and the analysis theoretically has the load to transmit the law, the cutting deflection method, the theory of elasticity law and the lamination always legitimate and so on. This article has through hierarchical total legal analysis in bored pile end grouting after pile subsidence influence factor, And in a project as a background, establishes the single pile ANSYS finite element model in civil engineering. For the pile are no grouting, grouting pile slurry bubble size, grouting pile of grouting modulus such as the change of the situation analysis. The author drew on the bored pile end after grouting pile subsidence influence factor and the main reasons as well as some useful conclusions.
引用
收藏
页码：99 / +
页数：2
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