水资源与水工程学报Issue(6)：197-201,5.DOI:10.11705/j.issn.1672-643X.2015.06.37
基于 ANSYS 的压密注浆桩半径与注浆压力关系的研究
Study on relationship between radius of compaction grouting pile and grouting pressure based on ANSYS
胡焕校 1周丁 1李忠诚1
作者信息
- 1. 中南大学地球科学与信息物理学院，湖南，长沙410083
- 折叠
摘要
Abstract
The paper used ANSYS numerical simulation software and Drucker -Prager yield criterion and carried out reasonable assumption so as to establish compaction model of compaction grouting pile in the soil;it studied the influence of grouting pressure on compaction grouting pile radius through changing the grouting pressure within the common scope of the pressure used in engineering ,and obtained the relation between the compaction radius with grouting pressure by means of curve fitting .Combining the field test of compaction grouting pile , the paper got the conclusion which is basically consistent with the numerical simulation .The results can provide a reference for site construction .关键词
地基处理/压密注浆桩/注浆压力/ANSYS软件Key words
foundation treatment/compaction grouting pile/grouting pressure/ANSYS software分类
建筑与水利引用本文复制引用
胡焕校,周丁,李忠诚..基于 ANSYS 的压密注浆桩半径与注浆压力关系的研究[J].水资源与水工程学报,2015,(6):197-201,5.
