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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2019-06-01
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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 |
work_keys_str_mv |
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1725812299542822912 |