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Study on seepage stability of dike engineering based on seepage finite element method

Published: 24 October 2024 Publication History

Abstract

Dike engineering effectively mitigates flood disasters and protects lives and property. Over time, levees degrade under flood impacts, posing stability risks. This study uses COMSOL Multiphysics for the Ranguocun dike to analyze seepage and stability. Results indicate that the cutoff wall height crucially influences groundwater levels and seepage control. As this height increases, the pressure gradient and anti-seepage effectiveness also increase. However, beyond a certain cutoff wall height, further increases have a diminishing effect on reducing seepage flow.

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CAIBDA '24: Proceedings of the 2024 4th International Conference on Artificial Intelligence, Big Data and Algorithms
June 2024
1206 pages
ISBN:9798400710247
DOI:10.1145/3690407
Permission to make digital or hard copies of all or part of this work for personal or classroom use is granted without fee provided that copies are not made or distributed for profit or commercial advantage and that copies bear this notice and the full citation on the first page. Copyrights for components of this work owned by others than the author(s) must be honored. Abstracting with credit is permitted. To copy otherwise, or republish, to post on servers or to redistribute to lists, requires prior specific permission and/or a fee. Request permissions from [email protected].

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Association for Computing Machinery

New York, NY, United States

Publication History

Published: 24 October 2024

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Author Tags

  1. Cutoff wall
  2. Osmotic stability
  3. Ranguo Village dike project
  4. Seepage control
  5. Two-dimensional seepage finite element method

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