CALCULATION OF UNSTEADY FILTRATION IN GROUND DAMS WITH FORMATE DRAINAGE TAKING INTO ACCOUNT THE FILTRATION ANISOTROPY OF SOILS

Authors

  • Fayziev Homithon Doctor of Technical Sciences, Professor Tashkent University of Architecture and Construction
  • Khozhiev Tozhi Koirovich Art. Rev. National University of Uzbekistan
  • Khazhiev Ikrombek Ozodovich D.p.m.s. National University of Uzbekistan
  • Baymatov Shakhriddin Khushvaktovich Art. Rev. Tashkent University of Architecture and Construction
  • Kholikov Mirkamol Bozor ugli Assistant Tashkent University of Architecture and Civil Engineering

DOI:

https://doi.org/10.17605/OSF.IO/ZNDBX

Keywords:

soil anisotropy, reservoir drainage, non-stationary filtration, soil dam, slope stability, depression curve, finite difference method

Abstract

The article presents a numerical method for calculating non-stationary filtration in soil dams with reservoir drainage, taking into account the filtration anisotropy of soils.

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Published

2023-06-21

How to Cite

Fayziev Homithon, Khozhiev Tozhi Koirovich, Khazhiev Ikrombek Ozodovich, Baymatov Shakhriddin Khushvaktovich, & Kholikov Mirkamol Bozor ugli. (2023). CALCULATION OF UNSTEADY FILTRATION IN GROUND DAMS WITH FORMATE DRAINAGE TAKING INTO ACCOUNT THE FILTRATION ANISOTROPY OF SOILS. Web of Scientist: International Scientific Research Journal, 4(6), 512–517. https://doi.org/10.17605/OSF.IO/ZNDBX

Issue

Vol. 4 No. 6 (2023): wos

Section

Articles

License

Copyright (c) 2023 Web of Scientist: International Scientific Research Journal

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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.