3-D Consolidation Analysis of Layered Soil with Anisotropic Permeability Using Analytical Layer-Element Method
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Starting with governing equations of a saturated soil with anisotropic permeability and based on multiple integral transforms, an analytical layer-element equation is established explicitly in the Laplace-Fourier transformed domain. A global matrix of layered soil can be obtained by assembling a set of analytical layer-elements, which is further solved in the transformed domain by considering boundary conditions. The numerical inversion of Laplace-Fourier transform is employed to acquire the actual solution. Numerical analysis for 3-D consolidation with anisotropic permeability of a layered soil system is presented, and the influence of anisotropy of permeability on the consolidation behavior is discussed.
Key wordsanalytical layer-element 3-D consolidation anisotropic permeability multiple integral transforms
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- Schiffman, R.L. and Fungaroli, A.A., Consolidation due to tangential loads. In: Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, 1965, 1: 188–192.Google Scholar