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3D dynamic soil-structure interaction in layered, fluid-saturated, poroelastic half-space

机译:三维动态土结构在分层,流体饱和,腹腔弹性半空间中的相互作用

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摘要

Three-dimensional (3D) dynamic soil-structure interaction (SSI) is investigated by a model of a multi-degree-of-freedom (MDOF) system on cylindrical rigid foundation embedded in layered, fluid-saturated, poroelastic half-space using the indirect boundary element method (IBEM). The analysis focuses on the effects of site dynamic characteristics and the pore fluid on the SSI. It is shown that the site dynamic characteristics affect the structural responses significantly; with decreasing soil layer thickness, the fundamental peak frequencies of the structural displacements increase; with increasing bedrock stiffness, the fundamental peak values of the structural displacements and pore pressures increase; however, these effects are not as sensitive as those for two-dimensional (2D) models. The pore fluid also affects the structural displacements significantly, especially for layered half-space; the fundamental peak frequencies of the structural displacements are higher than those of the corresponding 3D dry cases, with a shift of up to 7% in this study; additionally, the effects of pore fluid are clearer and more definite than those for 2D models; the fundamental peak values may be larger or smaller than those for the corresponding 3D dry cases, with a difference of up to 12%.
机译:通过使用圆柱形刚性基础的多程度(MDOF)系统的模型来研究三维(3D)动态土壤结构相互作用(SSI)。嵌入层状,流体饱和,饱和半空空间中的圆柱形刚性基础上的多程度 - 刚性基础。间接边界元方法(IBEM)。该分析侧重于位点动态特性和孔隙液对SSI的影响。结果表明,现场动态特性显着影响结构响应;随着土壤层厚度的降低,结构位移的基本峰值频率增加;随着基岩僵硬的增加,结构位移和孔隙压力的基本峰值增加;然而,这些效果不像二维(2D)模型那样敏感。孔隙流体也显着影响结构位移,特别是对于分层的半空间;结构位移的基本峰值频率高于相应的3D干燥病例,在这项研究中的偏移量高达7%;另外,孔隙流体的效果更清晰,比2D型号更明确;基本峰值可以大于或小于相应的3D干燥情况的峰值,差异高达12%。

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