Mikhail Sainov
  • Affiliation
    Moscow State University of Civil Engineering (National Research University)
  • Moscow, Russia
  • Publications

Serviceability of rockfill dam with reinforced concrete face and grout curtain

Hydraulic engineering
  • Year: 2018
  • Issue: 3
  • 22
  • 2660
  • Pages: 77-85

Ultra-high rockfill dam with combination of the reinforced concrete face and clay-cement diaphragm

Hydraulic engineering
  • Year: 2018
  • Issue: 5
  • 31
  • 2615
  • Pages: 135-148

Workability of high rockfill dam with a polymer face

Hydraulic engineering
  • Year: 2017
  • Issue: 7
  • 20
  • 2744
  • Pages: 76-83

Impact of dam site configuration on 3D stress-strain state of concrete faced rockfill dam

Hydraulic engineering
  • Year: 2016
  • Issue: 3
  • 26
  • 4007
  • Pages: 16-39

Analysis of normal operation of a rockfill dam with combination of seepage-control elements: reinforced concrete face and clay-cement-concrete wall

Hydraulic engineering
  • Year: 2016
  • Issue: 4
  • 21
  • 2596
  • Pages: 3-9

3D performance of a seepage control wall in dam and foundation

Hydraulic engineering
  • Year: 2015
  • Issue: 5
  • 13
  • 2461
  • Pages: 20-33

Stress-strain state of seepage-control wall constructed for repairs of earth rock-fill dam

Hydraulic engineering
  • Year: 2016
  • Issue: 8
  • 29
  • 2839
  • Pages: 3-17

Stress-strain state and performance of a high rockfill dam with a grout curtain

Hydraulic engineering
  • Year: 2017
  • Issue: 1
  • 17
  • 3002
  • Pages: 44-55

Stress-strain state of seepage-control walls in foundations of embankment dams

Hydraulic engineering
  • Year: 2017
  • Issue: 5
  • 20
  • 2196
  • Pages: 96-112

Strength of ultra-high rockfill dam concrete face

Hydraulic engineering
  • Year: 2021
  • Issue: 1
  • 139
  • 2350
  • Pages: 10113-10113

Tendencies in developing structural designs of non-soil seepage-control structures of embankment dams

Hydraulic engineering
  • Year: 2021
  • Issue: 2
  • 94
  • 2156
  • Pages: 10212-10212

Assessment of crack resistance of ultra-high earth core rockfill dam by pore pressure

Hydraulic engineering
  • Year: 2022
  • Issue: 6
  • 57
  • 1421
  • Pages: 11411-11411

Stress-strain state of CFRD with a decrease in friction at the face-sidewall contact

Hydraulic engineering
  • Year: 2022
  • Issue: 7
  • 56
  • 1210
  • Pages: 11506-11506

Concrete face rockfill dam located on deformed foundation: stress-strain state

Hydraulic engineering
  • Year: 2023
  • Issue: 8
  • 58
  • 588
  • Pages: 12402-12402