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

Fayziev Homithon; Khozhiev Tozhi Koirovich; Khazhiev Ikrombek Ozodovich; Baymatov Shakhriddin Khushvaktovich; Kholikov Mirkamol Bozor ugli

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

pdf (English)

Опубликован

2023-06-21

Как цитировать

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. извлечено от http://academiascience.com/index.php/repo/article/view/886