Mikhail  Sainov
Mikhail Sainov
Affiliation
Moscow State University of Civil Engineering (National Research University)
Moscow, Russia
Publications
Scopus ID
6506150284

Serviceability of rockfill dam with reinforced concrete face and grout curtain

Hydraulic engineering
  • Year: 2018
  • Issue: 3
  • 23
  • 4392
  • Pages: 77-85

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

Hydraulic engineering
  • Year: 2018
  • Issue: 5
  • 33
  • 4412
  • Pages: 135-148

Workability of high rockfill dam with a polymer face

Hydraulic engineering
  • Year: 2017
  • Issue: 7
  • 25
  • 4608
  • Pages: 76-83

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

Hydraulic engineering
  • Year: 2016
  • Issue: 3
  • 27
  • 5734
  • 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
  • 23
  • 4215
  • Pages: 3-9

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

Hydraulic engineering
  • Year: 2015
  • Issue: 5
  • 17
  • 4093
  • Pages: 20-33

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

Hydraulic engineering
  • Year: 2016
  • Issue: 8
  • 32
  • 4628
  • Pages: 3-17

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

Hydraulic engineering
  • Year: 2017
  • Issue: 1
  • 17
  • 4752
  • Pages: 44-55

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

Hydraulic engineering
  • Year: 2017
  • Issue: 5
  • 22
  • 3916
  • Pages: 96-112

Strength of ultra-high rockfill dam concrete face

Hydraulic engineering
  • Year: 2021
  • Issue: 1
  • 147
  • 4154
  • Pages: 10113-10113

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

Hydraulic engineering
  • Year: 2021
  • Issue: 2
  • 103
  • 3843
  • Pages: 10212-10212

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

Hydraulic engineering
  • Year: 2022
  • Issue: 6
  • 68
  • 3530
  • Pages: 11411-11411

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

Hydraulic engineering
  • Year: 2022
  • Issue: 7
  • 61
  • 3222
  • Pages: 11506-11506

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

Hydraulic engineering
  • Year: 2023
  • Issue: 8
  • 85
  • 2560
  • Pages: 12402-12402

Cut-off wall in foundation of reservoir dam and tailing dam: comparative evaluation

Hydraulic engineering
  • Year: 2024
  • Volume: 17
  • Issue: 6
  • 37
  • 1986
  • Pages: 13010-13010

Pore pressure in the core of ultra-high earth core rockfill dam at consideration of stress-strain state

Hydraulic engineering
  • Year: 2025
  • Volume: 18
  • Issue: 4
  • 64
  • 449
  • Pages: 13604-13604