Analysis on Impacts of Construction Technology on Bearing Capacity of Grouting Piles

被引：0
|
作者：
Nie, Chunlong [1 ]
Fu, Helin [1 ]
机构：
[1] Cent S Univ, Sch Civil Engn & Architecture, Changsha 410025, Hunan, Peoples R China
来源：
FRONTIERS OF MANUFACTURING SCIENCE AND MEASURING TECHNOLOGY, PTS 1-3 | 2011年 / 230-232卷
关键词：
Construction technology; grouting pile; bearing capacity; interface of pile-soil; lateral resistance; bottom resistance;
D O I：
10.4028/www.scientific.net/AMR.230-232.1367
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Different construction technologies of grouting piles bring different properties of interfaces of pile-soil thus influencing bearing capacity. In this paper, theoretical calculations can be done with the values of Delta, mu and alpha considered to determine impacts of construction technology on bearing capacity of grouting piles. At the same time, side resistance and bottom resistance of piles is discussed though the pore forming method of non-compaction, part compaction and compaction.
引用
收藏
页码：1367 / 1370
页数：4
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