Impact of rockfill dam structure heterogeneity on reinforced concrete face stress-strain state
Introduction. One of the main principles in designing modern ultra-high rockfill dams with reinforced concrete face is the principle of zoning rockfill of various quality in the dam body. It envisages that rockfill in the shell upper part should be compacted very carefully in order to minimize to th...
Main Authors: | Mikhail P. Sainov, Igor M. Egorov, Konstantin V. Pak |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2019-07-01
|
Series: | Stroitel’stvo: Nauka i Obrazovanie |
Subjects: | |
Online Access: | http://nso-journal.ru/public/journals/1/issues/2019/02/05_02_2019.pdf |
Similar Items
-
Experimental study on overtopping failure of concrete face rockfill dam
by: Kunpeng Zhao, et al.
Published: (2024-12-01) -
IMPACT OF DAM ROCKFILL CREEP ON REINFORCED CONCRETE FACE STRESS-STRAIN STATE
by: Mikhail P. Sainov, et al.
Published: (2019-03-01) -
Concrete face rockfill dams /
by: Cruz, Paulo T., et al.
Published: (c200) -
Concrete face rockfill dam located on deformed foundation: stress-strain state
by: Sainov Mikhail
Published: (2023-12-01) -
Finite-element Stress and Deformation Analysis of a Geomembrane Face Rockfill Dam
by: ZHAO Yuhao, et al.
Published: (2022-01-01)