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桩长、桩型及打桩的速率、顺序等因素对挤土的影响
引用本文:王兴龙,石春梅.桩长、桩型及打桩的速率、顺序等因素对挤土的影响[J].土工基础,2004,18(3):46-48.
作者姓名:王兴龙  石春梅
作者单位:1. 昆山市建设工程质量监督站,江苏,昆山,215300
2. 昆山水利建筑工程公司,江苏,昆山,215300
摘    要:预制桩打入时的挤土作用会使附近已打好的桩及原有建筑物或周围其他设施产生破坏。挤土程度的大小除了与桩的截面积及某处与桩间的距离有关外,还与桩长、桩型、打桩速率及打桩顺序有较大关系。本文即讨论上述因素对挤土影响的定量关系。

关 键 词:打桩  挤土  影响因素  公式
文章编号:1004-3152(2004)03-0046-03
修稿时间:2003年12月26

The Effects of Pile Length, Pile Type, Pressing Rate & the Sequence of Pile-driving on Squeezing to Soil
WANG Xing-long ,SHI Chun-mei.The Effects of Pile Length, Pile Type, Pressing Rate & the Sequence of Pile-driving on Squeezing to Soil[J].Soie Engineering and Foundation,2004,18(3):46-48.
Authors:WANG Xing-long  SHI Chun-mei
Affiliation:WANG Xing-long 1,SHI Chun-mei2
Abstract:The extrusion squeezing caused by the precast piles could damage the existed piles nearby and existed buildings or the other surrounding facilities. The land squeezing extent has much sonething to do with pile length,pile type the pressing speed & the sequence of the piling work as well as of the piles cross section and the distance from some particular points to the piles or between the piles. All thess factors are discussed in this article..
Keywords:pile-driving  land squeeze  factors  formula
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