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

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. Academia Science Repository, 4(6), 512–517. Retrieved from http://academiascience.com/index.php/repo/article/view/886

Issue

Vol. 4 No. 6 (2023): wos

Section

Articles

License

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

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