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

Авторы

  • 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

Ключевые слова:

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

Аннотация

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.

Загрузки

Опубликован

2023-06-21

Выпуск

Том 4 № 6 (2023): wos

Раздел

Articles

Лицензия

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

Лицензия Creative Commons

Это произведение доступно по лицензии Creative Commons «Attribution-NonCommercial» («Атрибуция — Некоммерческое использование») 4.0 Всемирная.

Как цитировать

CALCULATION OF UNSTEADY FILTRATION IN GROUND DAMS WITH FORMATE DRAINAGE TAKING INTO ACCOUNT THE FILTRATION ANISOTROPY OF SOILS. (2023). Academia Science Repository, 4(6), 512-517. https://academiascience.com/index.php/repo/article/view/886