In some cases, debris flow consists of low-permeability soils in which run-out distances, velocities and lateral spreading are highly influenced by pore-water pressures. Basal screens are energy dissipation structures designed to reduce these velocities and run-out distances. These structures consist of grids built on horizontal decks where basal pore pressures of debris flows are made equal to the atmospheric pressure, which increases basal friction. Once the debris flows exit the structure, basal pore pressure increases as the basal surface is impermeable again, but the values have been reduced. In order to model these phenomena, it is necessary to use debris flow simulation models considering two phases and pore-water pressures. Here, a depth-integrated two-phase smooth particle hydrodynamics (SPH) model, previously developed by the authors, is improved by including the vertical structure of pore-water pressure. This is done by incorporating finite-differences meshes associated to each SPH node that represents a solid particle. In this way, a higher precision is obtained in describing excess pore pressure along depth, including the influence of vertical consolidation, height variation and changes in basal permeability. The proposed model is applied to describe debris flows with two different ranges of soil permeability propagating over grid structures. The authors have used laboratory tests run at the Norwegian University of Science and Technology and studied the efficiency of the basal grids by comparing cases equipped by them and cases without any obstacle. The results obtained from the proposed numerical experiments suggest that the proposed two-phase coupled model is able to properly reproduce the behaviour of debris flows, describing more accurately the time–space evolution of pore-water pressures during the whole propagation stage, considering both propagation impermeable beds and pore pressure dissipation structures such as grids.
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March 2023
Research Article|
November 04 2021
Two-phase SPH–FD depth-integrated model for debris flows: application to basal grid brakes
Saeid Moussavi Tayyebi
;
Saeid Moussavi Tayyebi
*ETS de Ingenieros de Caminos, Universidad Politécnica de Madrid Ciudad Universitaria s/n, Madrid, Spain.
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Manuel Pastor;
Manuel Pastor
†ETS de Ingenieros de Caminos, Universidad Politécnica de Madrid Ciudad Universitaria s/n, Madrid, Spain.
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Ashenafi Lulseged Yifru
;
Ashenafi Lulseged Yifru
‡Geotechnical Division, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology, Trondheim, Norway.
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Vikas K. S. Thakur;
Vikas K. S. Thakur
§University of Science and Technology, Trondheim, Norway.
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Miguel Martin Stickle
Miguel Martin Stickle
||ETS de Ingenieros de Caminos, Universidad Politécnica de Madrid Ciudad Universitaria s/n, Madrid, Spain.
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Publisher: Emerald Publishing
Received:
April 28 2021
Accepted:
August 11 2021
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2021 Thomas Telford Ltd
2021
Geotechnique (2023) 73 (3): 218–233.
Article history
Received:
April 28 2021
Accepted:
August 11 2021
Citation
Tayyebi SM, Pastor M, Yifru AL, Thakur VKS, Stickle MM (2023), "Two-phase SPH–FD depth-integrated model for debris flows: application to basal grid brakes". Geotechnique, Vol. 73 No. 3 pp. 218–233, doi: https://doi.org/10.1680/jgeot.21.00080
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