Vibration isolation of row of piles embedded in transverse isotropic multi layered soils

被引：26

作者：

Ai, Zhi Yong ^{[1
]}

Cao, Zheng ^{[1
]}

机构：

[1] Tongji Univ, Dept Geotech Engn, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai, Peoples R China

来源：

COMPUTERS AND GEOTECHNICS | 2018年 / 99卷

关键词：

Analytical layer-element method; Finite element method; Transverse isotropy; Multi-layered soils; Vibration isolation; Single row of piles; 3-DIMENSIONAL ANALYSIS; DYNAMIC-RESPONSE; BARRIERS;

D O I：

10.1016/j.compgeo.2018.03.002

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The analytical layer-element method is used to solve the transverse isotropic multi-layered soils, and the finite element method is used for the piles. Considering the displacement coordination and the equilibrium of the contact force along the pile-soil contact face, the dynamic response equations of the single row of piles under an external circular time-harmonic surface vertical load are achieved. Then, the displacements at the observation point with and without the effect of piles are obtained, respectively. The influences of the soils' transverse isotropy, stratification characteristics and pile spacing on the isolation effect of the single row of piles are investigated.

引用

页码：115 / 129

页数：15

共 35 条

[1] Rocking Rotation of a Rigid Disk Embedded in a Transversely Isotropic Half-Space [J].