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多排现浇薄壁管桩(PCC桩)屏障隔振性能研究

Study on Multi-row Cast-in-situ Concrete Thin-wall Pipe Pile (PCC) as Passive Barriers for Ground Vibration Isolation

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【作者】 张富有惠子华张松魏良甲

【Author】 Zhang Fuyou;Hui Zihua;Zhang Song;Wei Liangjia;Key Laboratory for Ministry of Education for Geomechanics and Embankment Engineering;Institute of Engineering Safety and Disaster Prevention,College of Civil and Transportation Engineering,Hohai University;

【机构】 岩土工程与堤坝教育部重点试验室河海大学土木与交通学院安全与防护工程研究所

【摘要】 首次提出将多排现浇薄壁管桩用于屏障隔振。现浇薄壁管桩(简称PCC桩)是一种新型的地基处理技术,目前对于其作为非连续屏障隔振的研究还是空白。本文采用三维有限元方法,研究了屏障排数对PCC隔振性能的影响。结果显示,多排PCC桩作为整体隔振屏障系统是有效的。随着桩排数的增加,屏蔽区的振幅会显著减小,但对屏蔽区的面积影响不大。此外排数的增加,屏蔽区外会出现一个振幅放大区域;排数越多,放大区的范围越大。取三排桩屏障时,整体隔振效果较好。和同直径的实心桩相比,PCC桩能达到相同的隔振效果,并且很经济。

【Abstract】 Driven cast-in-place concrete thin-wall pipe pile( referred as PCC pile) is a newly patented soft ground improvement technique in China. This paper presents three-dimensional multi-rows PCC piles as ground barriers for passive isolating vibration for the first time. Effects of number of barrier’s row on the effectiveness of vibration isolation are analyzed and presented by 3D FEM. The results indicate that the rows of PCC piles as discontinuous barriers can be functioned as an integrated system to isolate ground vibration. The number of rows mainly determines the thickness of barrier system and has less effect on the vibration reduction area. When the number of rows increases,the amplitude of ARFof the shielded area will significantly reduced. Besides increasing the number of rows,there will be an amplitude magnified area outside the shielded area; more the Rows,the greater the scope enlarged area. When three rows of pile were taken as barriers,better overall isolation effect has been gained. Compared with the solid pile of the same effective diameter,the isolation effectiveness of the PCC pile is better,and also is economically effective.

  • 【会议录名称】 第四届全国环境岩土工程与土工合成材料学术研讨会论文集
  • 【会议名称】第四届全国环境岩土工程与土工合成材料学术研讨会
  • 【会议时间】2014-11-07
  • 【会议地点】中国重庆
  • 【分类号】TU473.1
  • 【主办单位】中国岩石力学与工程学会环境岩土工程分会、中国土木工程学会土力学及岩土工程分会、中国土工合成材料工程协会、国家自然科学基金委员会工程与材料学部
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