Mikhail Sainov
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AffiliationMoscow State University of Civil Engineering (National Research University)
- Moscow, Russia
Serviceability of rockfill dam with reinforced concrete face and grout curtain
- Year: 2018
- Issue: 3
- 19
- 2283
- Pages: 77-85
Ultra-high rockfill dam with combination of the reinforced concrete face and clay-cement diaphragm
- Year: 2018
- Issue: 5
- 28
- 2288
- Pages: 135-148
Impact of dam site configuration on 3D stress-strain state of concrete faced rockfill dam
- Year: 2016
- Issue: 3
- 24
- 3631
- Pages: 16-39
3D performance of a seepage control wall in dam and foundation
- Year: 2015
- Issue: 5
- 11
- 2132
- Pages: 20-33
Stress-strain state of seepage-control wall constructed for repairs of earth rock-fill dam
- Year: 2016
- Issue: 8
- 26
- 2485
- Pages: 3-17
Stress-strain state and performance of a high rockfill dam with a grout curtain
- Year: 2017
- Issue: 1
- 14
- 2524
- Pages: 44-55
Stress-strain state of seepage-control walls in foundations of embankment dams
- Year: 2017
- Issue: 5
- 17
- 1881
- Pages: 96-112
Tendencies in developing structural designs of non-soil seepage-control structures of embankment dams
- Year: 2021
- Issue: 2
- 87
- 1698
- Pages: 10212-10212
Assessment of crack resistance of ultra-high earth core rockfill dam by pore pressure
- Year: 2022
- Issue: 6
- 47
- 995
- Pages: 11411-11411
Stress-strain state of CFRD with a decrease in friction at the face-sidewall contact
- Year: 2022
- Issue: 7
- 51
- 816
- Pages: 11506-11506