Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees

Performance data on earth dams and levees continue to indicate that piping is one of the major causes of failure. Current criteria for prevention of piping in earth dams and levees have remained largely empirical. This paper aims at developing a mechanistic understanding of the conditions necessary...

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Main Authors: Anthony Khoury, Eduardo Divo, Alain Kassab, Sai Kakuturu, Lakshmi Reddi
Format: Article
Language:English
Published: MDPI AG 2019-06-01
Series:Fluids
Subjects:
Online Access:https://www.mdpi.com/2311-5521/4/3/120
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spelling doaj-1590e4ff9fd64bcfb15071247724965a2020-11-24T22:09:22ZengMDPI AGFluids2311-55212019-06-014312010.3390/fluids4030120fluids4030120Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic LeveesAnthony Khoury0Eduardo Divo1Alain Kassab2Sai Kakuturu3Lakshmi Reddi4Mechanical Engineering Department, Embry-Riddle Aeronautical University, Daytona Beach, FL 32114, USAMechanical Engineering Department, Embry-Riddle Aeronautical University, Daytona Beach, FL 32114, USAMechanical and Aerospace Engineering, University of Central Florida, Orlando, FL 32816, USASchool of Science, Engineering and Technology, Penn State University, Harrisburg Campus, Middletown, PA 17057, USACollege of Engineering, New Mexico State University, Las Cruces, NM 88003, USAPerformance data on earth dams and levees continue to indicate that piping is one of the major causes of failure. Current criteria for prevention of piping in earth dams and levees have remained largely empirical. This paper aims at developing a mechanistic understanding of the conditions necessary to prevent piping and to enhance the likelihood of self-healing of cracks in levees subjected to hydrodynamic loading from astronomical and meteorological (including hurricane storm surge-induced) forces. Systematic experimental investigations are performed to evaluate erosion in finite-length cracks as a result of transient hydrodynamic loading. Here, a novel application of the localized collocation meshless method (LCMM) to the hydrodynamic and poroelastic problem is introduced to arrive at high-fidelity field solutions. Results from the LCMM numerical simulations are designed to be used as an input, along with the soil and erosion parameters obtained experimentally, to characterize progressive piping.https://www.mdpi.com/2311-5521/4/3/120progressive pipingmeshless methodporoelastic flowcrack propagation
collection DOAJ
language English
format Article
sources DOAJ
author Anthony Khoury
Eduardo Divo
Alain Kassab
Sai Kakuturu
Lakshmi Reddi
spellingShingle Anthony Khoury
Eduardo Divo
Alain Kassab
Sai Kakuturu
Lakshmi Reddi
Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
Fluids
progressive piping
meshless method
poroelastic flow
crack propagation
author_facet Anthony Khoury
Eduardo Divo
Alain Kassab
Sai Kakuturu
Lakshmi Reddi
author_sort Anthony Khoury
title Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
title_short Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
title_full Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
title_fullStr Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
title_full_unstemmed Meshless Modeling of Flow Dispersion and Progressive Piping in Poroelastic Levees
title_sort meshless modeling of flow dispersion and progressive piping in poroelastic levees
publisher MDPI AG
series Fluids
issn 2311-5521
publishDate 2019-06-01
description Performance data on earth dams and levees continue to indicate that piping is one of the major causes of failure. Current criteria for prevention of piping in earth dams and levees have remained largely empirical. This paper aims at developing a mechanistic understanding of the conditions necessary to prevent piping and to enhance the likelihood of self-healing of cracks in levees subjected to hydrodynamic loading from astronomical and meteorological (including hurricane storm surge-induced) forces. Systematic experimental investigations are performed to evaluate erosion in finite-length cracks as a result of transient hydrodynamic loading. Here, a novel application of the localized collocation meshless method (LCMM) to the hydrodynamic and poroelastic problem is introduced to arrive at high-fidelity field solutions. Results from the LCMM numerical simulations are designed to be used as an input, along with the soil and erosion parameters obtained experimentally, to characterize progressive piping.
topic progressive piping
meshless method
poroelastic flow
crack propagation
url https://www.mdpi.com/2311-5521/4/3/120
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