Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory
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Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory
Vol. 28, Issue 10, (2007)
作者机构:
1. 南京大学 地球科学系,南京,210093
2. 广东航盛工程有限公司,广州,511442
3. 华东电力设计院,上海,200002
作者简介:
基金信息:
DOI:
CLC:TU473.1+3
Online First:15 October 2013,
Published:2007
稿件说明:
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LIU Yu-hua, CHEN Zheng-zhou, PENG Zhi-jun, et al. Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory[J]. 2007, 28(10).
DOI:
LIU Yu-hua, CHEN Zheng-zhou, PENG Zhi-jun, et al. Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory[J]. 2007, 28(10).DOI:
Analysis of pile driving effect of precast tubular pile using cylindrical cavity expansion theory
Based on the suppositon of the process of pile driving of Precast Pressure Hollow Pile as the expansion process of cylindrical cavity expansion with initialized aperture and terminal aperture which are respectively equal to inner diameter and external diameter
the expressions of radius of plastical zone
soil displacement are deduced using cylindrical cavity expansion theory; the discussion of plugging effect which appear in the tubular pile costruction offenly is also made. The soil displacements are figured out provoked in the process of precast tubular pile costruction in an electric power plant extend program using the expressions; and the conclusion is come out by checking with data obtained from field monitoring that these expressions are appropriate and could be utilized to forcast the effect of precast tubular pile driving.