Mechanism Research on the Improvement of Bearing Capacity of Single Pile by Pile-base Post Grouting Technique and Estimation of Bearing Capacity

被引:3
作者
Zhao, Feng [1 ,2 ]
机构
[1] Xian Univ Sci & Technol, Sch Construct Engn, Xian, Shaanxi, Peoples R China
[2] Xian Res Inst China Coal Technol & Engn Grp Corp, Xian, Shaanxi, Peoples R China
来源
2015 INTERNATIONAL CONFERENCE ON ENERGY, MATERIALS AND MANUFACTURING ENGINEERING (EMME 2015) | 2015年 / 25卷
关键词
pile-base post grouting; mechanism of action; calculation of bearing capacity;
D O I
10.1051/matecconf/20152503008
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The slurry wall bored grouting has some defects. The pile-base post grouting technique can efficiently make up these defects and greatly improve the bearing capacity. Based on the pile-base post grouting technique and its process analysis, this paper carries out a detailed analysis about the improvement of mechanism of bearing capacity and mechanism of spherical expansion by the use of pile-base post grouting technique, as well as the estimation method of the bearing capacity of pile-base post grouting pile, which has a certain reference value for theoretical research and technical application of the technique.
引用
收藏
页数:6
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