Cast-in-place concrete thin-wall pipe pile as barrier for vibration isolation

被引:7
|
作者
Zhang Fu-you [1 ,2 ]
Chen Can-shou [3 ]
Wei Liang-jia [1 ,2 ]
Zhang Ting [1 ,2 ]
机构
[1] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Peoples R China
[2] Hohai Univ, Geotech Res Inst, Nanjing 21098, Peoples R China
[3] Univ Sci & Technol, PLA, Engn Inst Engn Corps, Nanjing 210007, Peoples R China
来源
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY | 2008年 / 15卷 / Suppl 2期
基金
中国国家自然科学基金;
关键词
PCC pile; vibration isolation; ANSYS software; non-continual barrier;
D O I
10.1007/s11771-008-0446-4
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
Three dimensional analysis was performed by regarding vibration isolation performance cast-in-place concrete thin-wall pipe pile (PCC) and using the finite element analysis software ANSYS. The ground vertical amplitude was analyzed behind the single row cast-in-place concrete thin-wall pipe pile after the source vibration, and the influencing factors were also studied. The results indicate that in the one time of wavelength before the barrier, the oscillation amplitude is weakened; meanwhile the range which covers 4 times wavelength behind the barrier has a good vibration isolation effect, when the distance is larger than the barrier latter 4 times wavelength vibration isolation expiration.
引用
收藏
页码:121 / 125
页数:5
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