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Transmitting Boundary For Water-saturated Transversely Isotropic Strata Based On The U-u Formulation

机译:基于U-u公式的水饱和横观各向同性地层的透射边界

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A new transmitting boundary in a cylindrical coordinate system has been developed for modeling the elastic waves radiating out to an infinite boundary in water-saturated transversely isotropic soil strata over a rigid bedrock. The saturated soil strata are assumed to consist of a porous material and modeled as a transversely isotropic two-phase medium, based on the u-U formulation. The newly developed transmitting boundary is combined with the finite-elements model of the near-field region, using the same u-U formulation, and applied to the study of the dynamics of a rigid circular foundation in porous isotropic or transversely isotropic layered strata, either fully or partly saturated with water. The verification and application examples give valuable insights into new and interesting aspects of the dynamic behavior of rigid circular foundations in fully or partly saturated two-phase ground in terms of permeability, transverse anisotropy, and ground-water table level.
机译:在圆柱坐标系中开发了一种新的传输边界,用于模拟辐射到刚性基岩上水饱和的横向各向同性地层中无限边界处的弹性波。假定饱和土壤地层由多孔材料组成,并基于u-U公式建模为横向各向同性的两相介质。使用相同的uU公式,将新开发的传输边界与近场区域的有限元模型结合起来,并应用于多孔各向同性或横观各向同性分层地层中刚性圆形基础的动力研究或部分被水浸透。验证和应用示例从渗透率,横向各向异性和地下水位等方面,对完全或部分饱和的两相地面中刚性圆形基础动力特性的新的有趣方面提供了有价值的见解。

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