Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab

Based on the Kirchhoff thin plate theory, a three-dimensional spatial mechanical model of the subgrade pavement with an infinite elastic plate on the orthotropic saturated foundation in the rectangular coordinate system is established, and the differential equations under a moving harmonic load are...

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Main Authors: Chunli Zhang, Xinxin Yang, Qing Cheng, Zhuojun Sun, Jie Li
Format: Article
Language:English
Published: Hindawi Limited 2023-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2023/6687428
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author Chunli Zhang
Xinxin Yang
Qing Cheng
Zhuojun Sun
Jie Li
author_facet Chunli Zhang
Xinxin Yang
Qing Cheng
Zhuojun Sun
Jie Li
author_sort Chunli Zhang
collection DOAJ
description Based on the Kirchhoff thin plate theory, a three-dimensional spatial mechanical model of the subgrade pavement with an infinite elastic plate on the orthotropic saturated foundation in the rectangular coordinate system is established, and the differential equations under a moving harmonic load are derived. The partial differential equations are solved by using coordinate transform and Fourier transform, and the analytical solutions of the dynamic responses of the plate and foundation are obtained. A three-dimensional spatial finite element model of subgrade-pavement is established by ABAQUS finite element software. The correctness of the method is verified by comparing the theoretical solution with the finite element solution. The influence of foundation parameters on plate displacement and vertical normal stress of soil is further studied. The results show that considering the orthogonal anisotropy of saturated soil, the dynamic response of subgrade-pavement slab interaction can be described more accurately.
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spelling doaj.art-1af58ef8d07a46bb8f0eed416a1cb4bd2024-11-02T23:57:09ZengHindawi LimitedAdvances in Civil Engineering1687-80942023-01-01202310.1155/2023/6687428Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement SlabChunli Zhang0Xinxin Yang1Qing Cheng2Zhuojun Sun3Jie Li4School of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringBased on the Kirchhoff thin plate theory, a three-dimensional spatial mechanical model of the subgrade pavement with an infinite elastic plate on the orthotropic saturated foundation in the rectangular coordinate system is established, and the differential equations under a moving harmonic load are derived. The partial differential equations are solved by using coordinate transform and Fourier transform, and the analytical solutions of the dynamic responses of the plate and foundation are obtained. A three-dimensional spatial finite element model of subgrade-pavement is established by ABAQUS finite element software. The correctness of the method is verified by comparing the theoretical solution with the finite element solution. The influence of foundation parameters on plate displacement and vertical normal stress of soil is further studied. The results show that considering the orthogonal anisotropy of saturated soil, the dynamic response of subgrade-pavement slab interaction can be described more accurately.http://dx.doi.org/10.1155/2023/6687428
spellingShingle Chunli Zhang
Xinxin Yang
Qing Cheng
Zhuojun Sun
Jie Li
Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
Advances in Civil Engineering
title Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
title_full Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
title_fullStr Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
title_full_unstemmed Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
title_short Dynamic Response Analysis of Orthotropic Saturated Subgrade-Pavement Slab
title_sort dynamic response analysis of orthotropic saturated subgrade pavement slab
url http://dx.doi.org/10.1155/2023/6687428
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AT xinxinyang dynamicresponseanalysisoforthotropicsaturatedsubgradepavementslab
AT qingcheng dynamicresponseanalysisoforthotropicsaturatedsubgradepavementslab
AT zhuojunsun dynamicresponseanalysisoforthotropicsaturatedsubgradepavementslab
AT jieli dynamicresponseanalysisoforthotropicsaturatedsubgradepavementslab