Solutions for Plane Strain Consolidation of a Saturated Medium

机译：饱和介质的平面应变固结解决方案

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The eigenvalue approach, Fourier transforms, and two-step backward finite difference method, has been employed to study the plane strain consolidation of an isotropic porous elastic medium, saturated by one-phase incompressible fluid. The solutions of displacements, stresses and pore pressure has been obtained by the presented method. A model has been used to study the feasibility of the solutions. The results indicate the solutions is effective.

机译：本征值方法，傅立叶变换和两步向后有限差分法已被用于研究被一相不可压缩流体饱和的各向同性多孔弹性介质的平面应变固结。通过所提出的方法已经获得了位移，应力和孔隙压力的解。一个模型已经被用来研究解决方案的可行性。结果表明该解决方案是有效的。

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《International conference on transportation engineering》|2015年|2223-2233|共11页
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Jiang Wang; Binglong Wang; Shunhua Zhou; Yaochen Li;
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Plane strain; Finite difference; Fourier transform; Eigenvalue;

机译：平面应变有限的差异;傅里叶变换;特征值;

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1. Analytical solutions of one-dimensional large strain consolidation of saturated and homogeneous clays [J] . K.H. Xie, C.J. Leo Computers & geosciences . 2004,第4期

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2. Semi-analytical solutions for two-dimensional plane strain consolidation of layered unsaturated soil [J] . Huang Ming-hua, Zhao Ming-hua Computers and Geotechnics . 2021,第Jana期

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3. A general analytical solution for two-dimensional plane strain consolidation of unsaturated soil incorporating lateral and vertical impeded drainage boundaries [J] . Huang Ming-hua, Zhao Ming-hua Computers and Geotechnics . 2021,第Mara期

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4. Solutions for Plane Strain Consolidation of a Saturated Medium [C] . Jiang Wang, Binglong Wang, Shunhua Zhou, International conference on transportation engineering . 2015

机译：饱和介质的平面应变固结溶液
5. Temperature and stress solutions for a plane-strain borehole in saturated non-isothermal thermo-poro-elastic media. [D] . Hojka, Krzysztof. 1991

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6. Strain Measurements within Fiber Boards. Part I: Inhomogeneous Strain Distribution within Medium Density Fiberboards (MDF) Loaded Perpendicularly to the Plane of the Board [O] . Jörn Rathke, Gerhard Sinn, Johannes Konnerth, 2012

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7. UNDRAINED SHEARING CHARACTERISTICS OF LOOSE SATURATED SAND UNDER PLANE STRAIN AND AXIAL SYMMETRIC STRAIN CONDITION [O] . Matsuhei Ichihara, Hiroshi Matsuzawa, Kimio Yamada 1972

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8. Influence of Consolidation Shear Stresses and Relative Density on Threshold Strain and Pore Pressure during Cyclic Straining of Saturated Sand [R] . Dyvik, R., Dobry, R., Thomas, G. E., 1984

机译：固结剪切应力和相对密度对饱和砂土循环应变中阈值应变和孔隙压力的影响

Solutions for Plane Strain Consolidation of a Saturated Medium

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