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- 2025, Volume 18 Issue 4 Full text
Articles from section "Hydraulic engineering"
Variation of stress-strain state of rockfill dam affected by creeping
- Year: 2025
- Volume: 18
- Issue: 7
- 23
- 144
- Pages: 13906-13906
Pore pressure in the core of ultra-high earth core rockfill dam at consideration of stress-strain state
- Year: 2025
- Volume: 18
- Issue: 4
- 79
- 990
- Pages: 13604-13604
Loads on hydraulic engineering and berthing structures of the coastal zone of the Neva Bay
- Year: 2024
- Volume: 17
- Issue: 8
- 72
- 3486
- Pages: 13206-13206
Method of integrated consideration of factors for calculation of anchor system of pontoons
- Year: 2024
- Volume: 17
- Issue: 7
- 42
- 2594
- Pages: 13108-13108
Cut-off wall in foundation of reservoir dam and tailing dam: comparative evaluation
- Year: 2024
- Volume: 17
- Issue: 6
- 39
- 2511
- Pages: 13010-13010
Response spectra at elevations of station dam equipment installation
- Year: 2024
- Volume: 17
- Issue: 6
- 50
- 2263
- Pages: 13006-13006
The GPR survey method in combination with destructive testing methods for the hydraulic structures technical condition studying
- Year: 2024
- Volume: 17
- Issue: 6
- 88
- 2457
- Pages: 13002-13002
Concrete face rockfill dam located on deformed foundation: stress-strain state
- Year: 2023
- Issue: 8
- 89
- 3222
- Pages: 12402-12402
Sedimentation simulation of the Temryuk seaport approach channel
- Year: 2023
- Issue: 4
- 59
- 3204
- Pages: 12008-12008
Engineering hydrology technologies to reduce threats from ice phenomena
- Year: 2023
- Issue: 4
- 103
- 3455
- Pages: 12001-12001
Regularity of natural oscillations characteristics change of tall earth dams
- Year: 2023
- Issue: 2
- 73
- 3552
- Pages: 11807-11807
Stress-strain state of CFRD with a decrease in friction at the face-sidewall contact
- Year: 2022
- Issue: 7
- 61
- 3725
- Pages: 11506-11506
Assessment of crack resistance of ultra-high earth core rockfill dam by pore pressure
- Year: 2022
- Issue: 6
- 69
- 4056
- Pages: 11411-11411
AHP-TOPSIS hybrid decision support system for dam site selection
- Year: 2022
- Issue: 6
- 120
- 3994
- Pages: 11405-11405
The calculation of the dynamic characteristics of the spillway of the dam
- Year: 2022
- Issue: 5
- 109
- 3555
- Pages: 11312-11312
Mooring system optimization for marine floating hydrotechnical structures
- Year: 2022
- Issue: 3
- 94
- 3950
- Pages: 11112-11112
Layer drainage of fibrous materials in the composition of the ground dams
- Year: 2022
- Issue: 2
- 89
- 4002
- Pages: 11001-11001
Mathematical modelling of hydraulics and water quality characteristics for small dam maintenance
- Year: 2022
- Issue: 1
- 251
- 5109
- Pages: 10903-10903
Strength of earth dams considering elastic-plastic properties of soil
- Year: 2021
- Issue: 8
- 68
- 3763
- Pages: 10813-10813
Assessment of wave impact on hydraulic structures of the Flood Prevention Facility Complex of St. Petersburg obtained from field observations
- Year: 2021
- Issue: 5
- 69
- 3781
- Pages: 10510-10510
Tendencies in developing structural designs of non-soil seepage-control structures of embankment dams
- Year: 2021
- Issue: 2
- 104
- 4338
- Pages: 10212-10212
Numerical simulation of concrete dam during heavy rain
- Year: 2020
- Issue: 7
- 125
- 4805
- Pages: 9903-9903
Seismic response sensitivity analysis of intake towers interacting with dam, reservoir and foundation
- Year: 2020
- Issue: 7
- 169
- 4887
- Pages: 9901-9901
Efficiency and durability of the linings channels of geosynthetics
- Year: 2020
- Issue: 4
- 119
- 4623
- Pages: 42-59
Clay-cement-concrete diaphragm — justifying calculation for new-built constructions
- Year: 2019
- Issue: 5
- 202
- 5599
- Pages: 16-25
Spatial stress state and dynamic characteristics of earth dams
- Year: 2019
- Issue: 5
- 221
- 5457
- Pages: 3-15
Numerical studies of long-wave processes in the reaches of hydrosystems and reservoirs
- Year: 2019
- Issue: 3
- 82
- 4528
- Pages: 123-135
Numerical modeling of nonlinear hydrodynamics of the coastal areas
- Year: 2019
- Issue: 3
- 117
- 5429
- Pages: 80-92
The watertight geomembrane elements. Use experience in the hydraulic engineering
- Year: 2009
- Issue: 6
- 48
- 4608
- Pages: 35-43
The damping system for floating caisson of С-1 navigation pass of St.-Petersburg flood protection barrier
- Year: 2012
- Issue: 9
- 37
- 4474
- Pages: 103-112
Bottom paving as a part of the low pressure culvert erected by the float-on method
- Year: 2012
- Issue: 9
- 15
- 4380
- Pages: 97-102
Towards assessing the probability of water overflow across the dam crest
- Year: 2012
- Issue: 9
- 49
- 4601
- Pages: 70-78
Characteristics of the sorption module of a hydraulic structure for cleaning cemetery sewage flow
- Year: 2009
- Issue: 2
- 13
- 3989
- Pages: 43-45
Accounting for the impact of uncertain factors on the determination of the hydrodynamic pressure on the dam
- Year: 2012
- Issue: 9
- 34
- 4234
- Pages: 59-69
Stability evaluation of slopes of earth dams with account of soil rheological properties
- Year: 2012
- Issue: 9
- 39
- 4702
- Pages: 49-58
Mathematical modelling and calculation of hydraulic engineering constructions such as dam-plate in view of hydrodynamical pressure of water and seismic loading
- Year: 2011
- Issue: 3
- 65
- 4965
- Pages: 59-70
Hybrid simulation in hydrotechnical facilities design and FLOW-3D as a tool its realization
- Year: 2011
- Issue: 3
- 66
- 4902
- Pages: 21-27
Calculation algorithm of steel-reinforced concrete water passages
- Year: 2011
- Issue: 6
- 23
- 4595
- Pages: 41-49
The dispersed reinforcement usage in the hydraulic structures construction
- Year: 2009
- Issue: 1
- 20
- 4318
- Pages: 28-32
Mean square approximation of the depression curve (for the case of a flat perfect trench with vertical walls)
- Year: 2009
- Issue: 1
- 14
- 4111
- Pages: 22-25
Use of quick-setting substances in watertight elements for rock material dams
- Year: 2012
- Issue: 3
- 11
- 4053
- Pages: 48-53
Monitoring of fill dam constructed in Ust-Luga on soft foundation soils
- Year: 2012
- Issue: 4
- 30
- 4536
- Pages: 10-16
Reliability validation of hydropower units of high-head developments
- Year: 2012
- Issue: 5
- 22
- 4387
- Pages: 30-37
Possible applications of clinoptilolites for natural water purification
- Year: 2013
- Issue: 2
- 36
- 4786
- Pages: 81-88
Water quality protection in the coastal artificial water areas
- Year: 2013
- Issue: 2
- 11
- 4262
- Pages: 75-80
Experimental results on flow rates’ changing limits behind the step spillway
- Year: 2013
- Issue: 2
- 12
- 4234
- Pages: 62-66
An assessment of dynamic behavior of the system "structure – foundation" with account of wave removal of energy
- Year: 2013
- Issue: 4
- 30
- 5395
- Pages: 94-105
Geoinformation methods of identifying locations for prospective HPP
- Year: 2013
- Issue: 4
- 29
- 4610
- Pages: 70-82
Discharge capacity of sluiceway channel of water intake structure for diversion power plant in winter
- Year: 2013
- Issue: 4
- 16
- 4632
- Pages: 60-69
Increasing stability of flexible dam-foundations in engineering protection of buildings from flooding
- Year: 2013
- Issue: 4
- 27
- 4529
- Pages: 51-59
The effect of construction joints and cracks on the stress-strain state of the arch-gravity dam
- Year: 2013
- Issue: 5
- 18
- 4207
- Pages: 76-85
Stress-strain state of seepage-control wall constructed for repairs of earth rock-fill dam
- Year: 2016
- Issue: 8
- 32
- 5048
- Pages: 3-17
Experimental Investigation considering the Stressed State of some Essential Constructions of Large Hydropower Buildings
- Year: 2014
- Issue: 1
- 21
- 4394
- Pages: 59-70
Field measurement of waves for defining loads on marine hydraulic structures
- Year: 2014
- Issue: 4
- 27
- 4654
- Pages: 49-62
Assessment of stress-strain state of earth dams with allowance for non-linear strain of material and large strains
- Year: 2014
- Issue: 5
- 21
- 4229
- Pages: 73-82
Specifics of surface runoff contents and treatment in large cities
- Year: 2014
- Issue: 6
- 46
- 5278
- Pages: 67-74
An effective method of explosive compaction of hydraulic structures foundations
- Year: 2014
- Issue: 6
- 12
- 4708
- Pages: 32-39
Application of the variation method to assess stability of waterlogged soil masses
- Year: 2014
- Issue: 6
- 19
- 4690
- Pages: 24-31
3D performance of a seepage control wall in dam and foundation
- Year: 2015
- Issue: 5
- 17
- 4567
- Pages: 20-33
Selection of protective measures against scouring at the foundations of offshore gravity platforms
- Year: 2015
- Issue: 3
- 45
- 4659
- Pages: 79-88
Sea wave impact on a ship moored at the berth with a stilling pool
- Year: 2015
- Issue: 3
- 27
- 4699
- Pages: 57-66
Contact elimination of iron from groundwater in agricultural water supply
- Year: 2015
- Issue: 3
- 15
- 4508
- Pages: 38-48
The study of the ground freezing method using natural cold to protect the foundation pit from groundwater inflow
- Year: 2015
- Issue: 3
- 32
- 5276
- Pages: 29-37
Impact of dam site configuration on 3D stress-strain state of concrete faced rockfill dam
- Year: 2016
- Issue: 3
- 27
- 6145
- Pages: 16-39
Stress-strain state and performance of a high rockfill dam with a grout curtain
- Year: 2017
- Issue: 1
- 17
- 5230
- Pages: 44-55
Shielded retaining wall in the form of substandard rack-mount frame
- Year: 2017
- Issue: 4
- 38
- 5052
- Pages: 3-11
Stress-strain state of seepage-control walls in foundations of embankment dams
- Year: 2017
- Issue: 5
- 22
- 4386
- Pages: 96-112
The forming cyclic loads on the offshore structures during ice field edge fracture
- Year: 2017
- Issue: 6
- 20
- 4407
- Pages: 118-139
Level ice interactions with multi-legged offshore structures
- Year: 2017
- Issue: 6
- 35
- 4486
- Pages: 43-52
Strength parameters of earth dams under various dynamic effects
M.M. Mirsaidov
T.Z. Sultanov
R.A. Abdikarimov
A.N. Ishmatov
B.Sh. Yuldoshev
E.S. Toshmatov
D.P. Jurayev
- Year: 2018
- Issue: 1
- 42
- 5482
- Pages: 101-111
Crack self-healing in clay-сement concrete diaphragm of embankment dam
- Year: 2018
- Issue: 1
- 53
- 5175
- Pages: 3-12
The formation of the seabed surface relief near the gravitational object
- Year: 2018
- Issue: 3
- 31
- 4478
- Pages: 120-131
Serviceability of rockfill dam with reinforced concrete face and grout curtain
- Year: 2018
- Issue: 3
- 23
- 4854
- Pages: 77-85
Influence of the compensating device parameters on the underwater pipeline stability
- Year: 2018
- Issue: 4
- 15
- 4207
- Pages: 24-36
Ultra-high rockfill dam with combination of the reinforced concrete face and clay-cement diaphragm
- Year: 2018
- Issue: 5
- 35
- 4938
- Pages: 135-148
Numerical modelling of tides and tsunami waves propagation
- Year: 2018
- Issue: 6
- 43
- 4569
- Pages: 228-242
Water permeability of the polymer screen with a system of slits of hydraulic structures
- Year: 2018
- Issue: 7
- 24
- 4211
- Pages: 148-164