Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage

A FEM for unsaturated transient seepage is established by using a quadrilateral isoparametric element, considering the fact that the main permeability does not coincide with the axis situation. It creates a function by using the element’s node hydraulic head and shape function instead of the real he...

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Main Authors: Yang Luo, Yuan Liu, Juanjuan Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/5571296
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author Yang Luo
Yuan Liu
Juanjuan Wang
author_facet Yang Luo
Yuan Liu
Juanjuan Wang
author_sort Yang Luo
collection DOAJ
description A FEM for unsaturated transient seepage is established by using a quadrilateral isoparametric element, considering the fact that the main permeability does not coincide with the axis situation. It creates a function by using the element’s node hydraulic head and shape function instead of the real head in the Richard seepage control equation. With the help of the Galerkin weighted residual method, a FEM equation is given for analyzing 2-dimensional transient seepage problem. Further, based on the Jacobi matrix and Gauss numerical integral, it determines the elements of stiffness and capacitance matrices. This FEM equation considers not only the anisotropic of soil but also the uncoincidence between permeability and the axis. It is a common form of transient seepage. In the end, two examples illustrate the node accuracy of the quadrilateral element and the correctness of this FEM equation.
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publishDate 2021-01-01
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series Advances in Civil Engineering
spelling doaj-art-cc5364b78b9d4dbd87b719e92257d60a2025-08-20T02:19:57ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55712965571296Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient SeepageYang Luo0Yuan Liu1Juanjuan Wang2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, ChinaCollege of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, ChinaCollege of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, ChinaA FEM for unsaturated transient seepage is established by using a quadrilateral isoparametric element, considering the fact that the main permeability does not coincide with the axis situation. It creates a function by using the element’s node hydraulic head and shape function instead of the real head in the Richard seepage control equation. With the help of the Galerkin weighted residual method, a FEM equation is given for analyzing 2-dimensional transient seepage problem. Further, based on the Jacobi matrix and Gauss numerical integral, it determines the elements of stiffness and capacitance matrices. This FEM equation considers not only the anisotropic of soil but also the uncoincidence between permeability and the axis. It is a common form of transient seepage. In the end, two examples illustrate the node accuracy of the quadrilateral element and the correctness of this FEM equation.http://dx.doi.org/10.1155/2021/5571296
spellingShingle Yang Luo
Yuan Liu
Juanjuan Wang
Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
Advances in Civil Engineering
title Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
title_full Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
title_fullStr Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
title_full_unstemmed Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
title_short Isoparametric Element Analysis of Two-Dimensional Unsaturated Transient Seepage
title_sort isoparametric element analysis of two dimensional unsaturated transient seepage
url http://dx.doi.org/10.1155/2021/5571296
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