Filtration, Pore Pressure, and Settling From Consolidation of an Ultra-High Dam
- Авторлар: Aniskin N.1, Rasskazov L.1, Yadgorov E.1
-
Мекемелер:
- National Research University “Moscow State University of Civil Engineering,”
- Шығарылым: Том 50, № 6 (2017)
- Беттер: 600-605
- Бөлім: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/245479
- DOI: https://doi.org/10.1007/s10749-017-0757-4
- ID: 245479
Дәйексөз келтіру
Аннотация
Field observations of rock-earth dams lead to a recommendation that problems of filtration through the clay core of a dam should be solved using principles of unsteady flow (the Poisson equation). In many ways, the resulting solution changes the concept of filtration flow through the core. Settling during the construction period is compensated by adding additional soil.
Авторлар туралы
N. Aniskin
National Research University “Moscow State University of Civil Engineering,”
Хат алмасуға жауапты Автор.
Email: nikolai_aniskin@mail.ru
Ресей, Moscow
L. Rasskazov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
Ресей, Moscow
E. Yadgorov
National Research University “Moscow State University of Civil Engineering,”
Email: nikolai_aniskin@mail.ru
Ресей, Moscow