Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method

In this paper, the singular boundary method (SBM) in conjunction with the exponential window method (EWM) is firstly extended to simulate the transient dynamic response of two-dimensional saturated soil. The frequency-domain (Fourier space) governing equations of Biot theory is solved by the SBM wit...

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Main Authors: Dongdong Liu, Xing Wei, Chengbin Li, Chunguang Han, Xiaxi Cheng, Linlin Sun
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Mathematics
Subjects:
Online Access:https://www.mdpi.com/2227-7390/10/22/4323
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author Dongdong Liu
Xing Wei
Chengbin Li
Chunguang Han
Xiaxi Cheng
Linlin Sun
author_facet Dongdong Liu
Xing Wei
Chengbin Li
Chunguang Han
Xiaxi Cheng
Linlin Sun
author_sort Dongdong Liu
collection DOAJ
description In this paper, the singular boundary method (SBM) in conjunction with the exponential window method (EWM) is firstly extended to simulate the transient dynamic response of two-dimensional saturated soil. The frequency-domain (Fourier space) governing equations of Biot theory is solved by the SBM with a linear combination of the fundamental solutions. In order to avoid the perplexing fictitious boundary in the method of fundamental solution (MFS), the SBM places the source point on the physical boundary and eliminates the source singularity of the fundamental solution via the origin intensity factors (OIFs). The EWM is carried out for the inverse Fourier transform, which transforms the frequency-domain solutions into the time-domain solutions. The accuracy and feasibility of the SBM-EWM are verified by three numerical examples. The numerical comparison between the MFS and SBM indicates that the SBM takes a quarter of the time taken by the MFS.
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spelling doaj.art-f60cce4ba4ee437291dec1086af6bcb52023-11-24T09:09:39ZengMDPI AGMathematics2227-73902022-11-011022432310.3390/math10224323Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary MethodDongdong Liu0Xing Wei1Chengbin Li2Chunguang Han3Xiaxi Cheng4Linlin Sun5Jiangxi Key Laboratory of Disaster Prevention, Mitigation and Emergency Management, School of Civil Engineering & Architecture, East China Jiaotong University, Nanchang 330013, ChinaJiangxi Key Laboratory of Disaster Prevention, Mitigation and Emergency Management, School of Civil Engineering & Architecture, East China Jiaotong University, Nanchang 330013, ChinaChina Railway Construction Bridge Engineering Bureau Group Co., Ltd., Tianjin 300000, ChinaChina Railway Construction Bridge Engineering Bureau Group Co., Ltd., Tianjin 300000, ChinaJiangxi Key Laboratory of Disaster Prevention, Mitigation and Emergency Management, School of Civil Engineering & Architecture, East China Jiaotong University, Nanchang 330013, ChinaSchool of Science, Nantong University, Nantong 226019, ChinaIn this paper, the singular boundary method (SBM) in conjunction with the exponential window method (EWM) is firstly extended to simulate the transient dynamic response of two-dimensional saturated soil. The frequency-domain (Fourier space) governing equations of Biot theory is solved by the SBM with a linear combination of the fundamental solutions. In order to avoid the perplexing fictitious boundary in the method of fundamental solution (MFS), the SBM places the source point on the physical boundary and eliminates the source singularity of the fundamental solution via the origin intensity factors (OIFs). The EWM is carried out for the inverse Fourier transform, which transforms the frequency-domain solutions into the time-domain solutions. The accuracy and feasibility of the SBM-EWM are verified by three numerical examples. The numerical comparison between the MFS and SBM indicates that the SBM takes a quarter of the time taken by the MFS.https://www.mdpi.com/2227-7390/10/22/4323singular boundary methodmeshless methodsexponential window methodsaturated soiltransient dynamic response analysis
spellingShingle Dongdong Liu
Xing Wei
Chengbin Li
Chunguang Han
Xiaxi Cheng
Linlin Sun
Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
Mathematics
singular boundary method
meshless methods
exponential window method
saturated soil
transient dynamic response analysis
title Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
title_full Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
title_fullStr Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
title_full_unstemmed Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
title_short Transient Dynamic Response Analysis of Two-Dimensional Saturated Soil with Singular Boundary Method
title_sort transient dynamic response analysis of two dimensional saturated soil with singular boundary method
topic singular boundary method
meshless methods
exponential window method
saturated soil
transient dynamic response analysis
url https://www.mdpi.com/2227-7390/10/22/4323
work_keys_str_mv AT dongdongliu transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod
AT xingwei transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod
AT chengbinli transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod
AT chunguanghan transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod
AT xiaxicheng transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod
AT linlinsun transientdynamicresponseanalysisoftwodimensionalsaturatedsoilwithsingularboundarymethod