Three-dimensional numerical modeling of the temporal evolution of backward erosion piping
Backward erosion piping (BEP) is a complex degradation mechanism in geotechnical flood protection infrastructure (GFPI) that is still relatively less understood, particularly when considering its time-dependent features. This manuscript presents a novel dual random lattice modeling approach for thre...
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| Published in: | Computers and geotechnics Vol. 171; p. 106381 |
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| Format: | Journal Article |
| Language: | English |
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01.07.2024
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| ISSN: | 0266-352X |
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| Abstract | Backward erosion piping (BEP) is a complex degradation mechanism in geotechnical flood protection infrastructure (GFPI) that is still relatively less understood, particularly when considering its time-dependent features. This manuscript presents a novel dual random lattice modeling approach for three-dimensional simulation of BEP, with a focus on its evolution over time. The key novelty of this presented framework is twofold: (1) we propose and incorporate a novel constitutive relationship for computation of time-dependent soil erosion based on the theory of rate processes, and (2) we devise an algorithm for calculation of coupled degradation of the dual lattices for accurate computation of 3-D hydraulic gradients. The constitutive relationship was developed from fundamental granular physics, and brings the potential to provide deeper fundamental physical understanding of the phenomenon. The capabilities of the modeling framework are investigated by comparison with available laboratory experiments which illustrates good agreement in the spatial advancement of piping erosion, pipe progression speeds, as well as the evolution of local gradients. To the best knowledge of the authors, the presented model is the first to be able to capture all of the aforementioned features when simulating BEP. |
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| AbstractList | Backward erosion piping (BEP) is a complex degradation mechanism in geotechnical flood protection infrastructure (GFPI) that is still relatively less understood, particularly when considering its time-dependent features. This manuscript presents a novel dual random lattice modeling approach for three-dimensional simulation of BEP, with a focus on its evolution over time. The key novelty of this presented framework is twofold: (1) we propose and incorporate a novel constitutive relationship for computation of time-dependent soil erosion based on the theory of rate processes, and (2) we devise an algorithm for calculation of coupled degradation of the dual lattices for accurate computation of 3-D hydraulic gradients. The constitutive relationship was developed from fundamental granular physics, and brings the potential to provide deeper fundamental physical understanding of the phenomenon. The capabilities of the modeling framework are investigated by comparison with available laboratory experiments which illustrates good agreement in the spatial advancement of piping erosion, pipe progression speeds, as well as the evolution of local gradients. To the best knowledge of the authors, the presented model is the first to be able to capture all of the aforementioned features when simulating BEP. |
| ArticleNumber | 106381 |
| Author | Fascetti, Alessandro Oskay, Caglar Wang, Zhijie |
| Author_xml | – sequence: 1 givenname: Zhijie orcidid: 0000-0002-6340-8762 surname: Wang fullname: Wang, Zhijie email: zhijiewang@pitt.edu organization: Department of Civil and Environmental Engineering, University of Pittsburgh, 3700 O’Hara Street, Pittsburgh, 15261, PA, USA – sequence: 2 givenname: Caglar orcidid: 0000-0003-4510-1860 surname: Oskay fullname: Oskay, Caglar email: caglar.oskay@vanderbilt.edu organization: Department of Civil and Environmental Engineering, Vanderbilt University, 2301 Vanderbilt Place, Nashville, 37235-1831, TN, USA – sequence: 3 givenname: Alessandro orcidid: 0000-0003-4289-5909 surname: Fascetti fullname: Fascetti, Alessandro email: fascetti@pitt.edu organization: Department of Civil and Environmental Engineering, University of Pittsburgh, 3700 O’Hara Street, Pittsburgh, 15261, PA, USA |
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| Keywords | Numerical modeling Time evolution Constitutive law Backward erosion piping Computational algorithm |
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