Calculation of Filtration in Earth-Fill Dams with Impervious Diaphragms
- Авторы: Anakhaev K.1, Aniskin N.2, Amshokov B.3, Anakhaeva K.3
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Учреждения:
- Federal State State Budgetary Institution High-Mountain Geophysical Institute, Roshydromet
- Institute of Hydraulic Engineering and Power Plant Development, National Research University, Moscow State University of Civil Engineering
- FSBEI HPE V. M. KokovKabardino-Balkarian State Agrarian University
- Выпуск: Том 51, № 5 (2018)
- Страницы: 513-518
- Раздел: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/245925
- DOI: https://doi.org/10.1007/s10749-018-0865-9
- ID: 245925
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Аннотация
A new method of calculating filtration in earth-fill dams on permeable foundations with impervious diaphragms has been developed. Various ratios of water permeabilities of soils of the dam body and its foundation were observed. Results were obtained that coincide (with a difference up to 3 – 4%) with the data from test hydrodynamic grids (the ÉGDA method). The methodologies of K. Bashkis, Nguyen Xuan Truong, and A. M. Mkhitaryan provide inadmissibly great errors (up to to 45% and above) and cannot be recommended for engineering calculations.
Об авторах
K. Anakhaev
Federal State State Budgetary Institution High-Mountain Geophysical Institute, Roshydromet
Автор, ответственный за переписку.
Email: anaha13@mail.ru
Россия, Moscow
N. Aniskin
Institute of Hydraulic Engineering and Power Plant Development, National Research University, Moscow State University of Civil Engineering
Email: anaha13@mail.ru
Россия, Moscow
B. Amshokov
FSBEI HPE V. M. KokovKabardino-Balkarian State Agrarian University
Email: anaha13@mail.ru
Россия, Nalchik
Kh. Anakhaeva
FSBEI HPE V. M. KokovKabardino-Balkarian State Agrarian University
Email: anaha13@mail.ru
Россия, Nalchik