Latest issues
- 2024, Volume 17 Issue 6
- 2024, Volume 17 Issue 5
- 2024, Volume 17 Issue 4 Full text
- 2024, Volume 17 Issue 3 Full text
Articles from section "Grounds and foundations, underground structures"
Soil information model for prediction the soil properties characteristics
- Year: 2024
- Volume: 17
- Issue: 5
- 13
- 317
- Pages: 12909-12909
Assessment of two nearby interfering strip footings of different embedment depths in saturated cohesive soils
- Year: 2024
- Volume: 17
- Issue: 5
- 24
- 386
- Pages: 12906-12906
Dynamic responses of shallow foundations on saturated soil under impact loadings
- Year: 2024
- Volume: 17
- Issue: 5
- 35
- 515
- Pages: 12903-12903
Suitability of earthen materials for rammed earth in arid region
- Year: 2024
- Volume: 17
- Issue: 4
- 38
- 533
- Pages: 12807-12807
Compressible soil thickness and settlement prediction using elastoviscoplastic models: a comprehensive method
- Year: 2024
- Volume: 17
- Issue: 4
- 27
- 724
- Pages: 12803-12803
Behavior of partially connected piled raft foundation under seismic loading
- Year: 2024
- Volume: 17
- Issue: 4
- 93
- 661
- Pages: 12801-12801
Polyethylene terephthalate usage as a partial replacement for recycled fine aggregate in the subbase layer
- Year: 2024
- Volume: 17
- Issue: 3
- 26
- 593
- Pages: 12707-12707
On the use of constrained modulus for soil settlement analysis
- Year: 2024
- Volume: 17
- Issue: 3
- 56
- 837
- Pages: 12706-12706
Performance of geosynthetics-strengthened unconnected piled raft foundations under seismic loading
- Year: 2024
- Volume: 17
- Issue: 3
- 46
- 723
- Pages: 12704-12704
Buckling analysis of piles in solid frozen soils
- Year: 2024
- Volume: 17
- Issue: 1
- 75
- 916
- Pages: 12510-12510
Numerical analysis of rainfall-induced slope instability using a reduced-scale model
- Year: 2024
- Volume: 17
- Issue: 1
- 34
- 1102
- Pages: 12506-12506
Utilizing seismic techniques and dynamic field tests for soil dynamic response prediction in clay soils
- Year: 2024
- Volume: 17
- Issue: 1
- 58
- 1434
- Pages: 12504-12504
Consolidation of water-saturated viscoelastic subgrade
- Year: 2024
- Volume: 17
- Issue: 1
- 86
- 1301
- Pages: 12502-12502
Stabilization of expansive soil with lime and brick dust
- Year: 2023
- Issue: 8
- 82
- 1089
- Pages: 12401-12401
Shear strength and chemical properties of soft clayey soil treated with magnetized water
- Year: 2023
- Issue: 8
- 51
- 910
- Pages: 12406-12406
Stabilization of kaolinitic soil using crushed tile column
- Year: 2023
- Issue: 7
- 141
- 1281
- Pages: 12304-12304
Validation metrics for non-linear soil models using laboratory and in-situ tests
- Year: 2023
- Issue: 6
- 53
- 1026
- Pages: 12205-12205
Beam on a two-parameter elastic foundation: simplified finite element model
- Year: 2023
- Issue: 5
- 80
- 1253
- Pages: 12107-12107
Clay soil stiffness under consolidated isotropic drained triaxial tests
- Year: 2023
- Issue: 5
- 63
- 1212
- Pages: 12106-12106
Soil-structure interaction: theoretical research, in-situ observations, and practical applications
- Year: 2023
- Issue: 4
- 51
- 1100
- Pages: 12005-12005
Prismatic face slope piles operating under frost heaving
- Year: 2023
- Issue: 4
- 23
- 1035
- Pages: 12006-12006
Influence of industrial wastes and lime on strength characteristics of clayey soil
- Year: 2023
- Issue: 4
- 61
- 1214
- Pages: 12002-12002
Effects of gradation and clay minerals on stabilized lateritic soil blocks
- Year: 2023
- Issue: 1
- 76
- 1433
- Pages: 11704-11704
Temperature effects on the design parameters of a geothermal pile
- Year: 2022
- Issue: 8
- 95
- 1702
- Pages: 11606-11606
Model of pile-frozen soil interaction in a closed form
- Year: 2022
- Issue: 7
- 75
- 1581
- Pages: 11501-11501
Model of soil thermal conductivity in the form of a truncated sphere
- Year: 2022
- Issue: 6
- 94
- 1769
- Pages: 11403-11403
Effect of subsoil moisture on filtration through a screen defect
- Year: 2022
- Issue: 3
- 31
- 1805
- Pages: 11109-11109
Bearing capacity of skirted footing subjected to inclined loading
- Year: 2022
- Issue: 2
- 67
- 1645
- Pages: 11012-11012
Estimation of soil properties by an artificial neural network
- Year: 2022
- Issue: 2
- 155
- 2398
- Pages: 11011-11011
Quantitative bounded method of special long-period ground motions
- Year: 2022
- Issue: 2
- 50
- 1868
- Pages: 11005-11005
Fibers reinforcement of the fissured clayey soil by desiccation
- Year: 2022
- Issue: 1
- 72
- 1768
- Pages: 10914-10914
Thermal conductivity of granular insulation in conditions of soil freezing
- Year: 2021
- Issue: 8
- 51
- 1862
- Pages: 10814-10814
The combination of bamboo grid and concrete pile as soil reinforcement under the embankment
- Year: 2021
- Issue: 6
- 70
- 2553
- Pages: 10610-10610
Interaction of drill-injection piles with the surrounding soil
- Year: 2021
- Issue: 4
- 105
- 2362
- Pages: 10407-10407
Failure mechanism and slope factors for a footing resting on slopes
- Year: 2021
- Issue: 4
- 143
- 2679
- Pages: 10401-10401
Methodology for calculation and design of earthquake-resistant vibroisolated turbine foundations
- Year: 2021
- Issue: 2
- 150
- 2606
- Pages: 10205-10205
Stabilization of lateritic soil for masonry applications
- Year: 2021
- Issue: 1
- 110
- 2606
- Pages: 10109-10109
Transition factor between elastic and deformation moduli for dispersive soils
- Year: 2020
- Issue: 7
- 63
- 2421
- Pages: 9907-9907
Deformed state of the bases buildings and structures from weak viscoelastic soils
- Year: 2020
- Issue: 3
- 92
- 2813
- Pages: 119-130
Analysis of reinforced soil sustainability while tunnel construction
- Year: 2020
- Issue: 3
- 82
- 2957
- Pages: 80-89
Attenuation of the soil vibration amplitude at pile driving
- Year: 2020
- Issue: 3
- 130
- 3025
- Pages: 49-56
Evolving crack influence on the strength of frozen sand soils
- Year: 2020
- Issue: 2
- 111
- 3038
- Pages: 54-64
Earthquake resistance of buildings on thawing permafrost grounds
- Year: 2020
- Issue: 1
- 150
- 3176
- Pages: 50-59
Kerman collapsible clay amendment by lime, bentonite, and nano silica
- Year: 2019
- Issue: 6
- 83
- 2738
- Pages: 119-129
The effect of design on interaction of foundation slabs with the base
- Year: 2019
- Issue: 5
- 165
- 3660
- Pages: 141-155
Frost heaving of foundation pit for seasonal permafrost areas
- Year: 2019
- Issue: 2
- 119
- 2990
- Pages: 61-71
Numerical simulation of the influence of soil core on the bearing capacity of pipe pile
- Year: 2010
- Issue: 2
- 48
- 2480
- Pages: 27-35
Plotting the stress-path for unsaturated soil during consolidated undrained tests in stabilometer
- Year: 2012
- Issue: 9
- 35
- 2536
- Pages: 35-40
Frost-protected shallow foundation: work in seasonally-freezing grounds, practice of thermal calculation
- Year: 2011
- Issue: 8
- 33
- 3479
- Pages: 13-18
Numerical simulation of moisture migration depending on the rate of soil freezing
- Year: 2012
- Issue: 4
- 12
- 2544
- Pages: 33-38
Determining the bearing capacity of soil foundation reinforced by geogrid
- Year: 2012
- Issue: 4
- 58
- 2775
- Pages: 25-32
Shift tests of cohesive soils under the various loading trajectories
- Year: 2012
- Issue: 7
- 22
- 2580
- Pages: 50-57
Stability assessment of concrete structures on not bedrock foundation
- Year: 2013
- Issue: 1
- 18
- 2443
- Pages: 57-64
The dependence of the strength properties of soil on its physical state
- Year: 2012
- Issue: 9
- 44
- 2871
- Pages: 23-28
Features of manufacturing fiber-concrete jointless plates technology
- Year: 2008
- Issue: 2
- 6
- 2228
- Pages: 27-31
Calculation of reliability of foundation bed in the deformations at the operational stage
- Year: 2013
- Issue: 4
- 21
- 2805
- Pages: 12-21
The reliability calculation of foundations under eccentric load in the operation phase
- Year: 2013
- Issue: 5
- 10
- 2473
- Pages: 69-75
Low-cyclic fatigue consideration in terms of damping parameters optimization in seismic isolation systems
- Year: 2013
- Issue: 9
- 20
- 2599
- Pages: 49-55
The Calculation of Foundation Bed Reliability by Bearing Capacity (Shift) during Operation
- Year: 2014
- Issue: 1
- 10
- 2667
- Pages: 90-100
FEM-based calculation of soil mass with the impact of dilatancy
- Year: 2014
- Issue: 4
- 18
- 2608
- Pages: 3-9
Load-bearing capacity of soil loaded with strip-shell foundations
- Year: 2016
- Issue: 6
- 47
- 2776
- Pages: 23-34
Settlement calculation of clay bed reinforced with vertical elements
- Year: 2015
- Issue: 4
- 26
- 2691
- Pages: 19-27
Deformation monitoring of building foundations by hydrostatic leveling
- Year: 2015
- Issue: 3
- 57
- 3287
- Pages: 21-28
Engineering kinematic theory in application to the calculation of pile foundations
- Year: 2017
- Issue: 2
- 23
- 2698
- Pages: 57-71
Optimization of flat steel frame and foundation posts system
- Year: 2016
- Issue: 1
- 59
- 3505
- Pages: 14-24
Qualified method of layer-by-layer summation to define the settlement of foundation
- Year: 2017
- Issue: 4
- 46
- 2729
- Pages: 36-45
Determination of soil deformation moduli after National Building Codes of Russia and Germany
- Year: 2017
- Issue: 7
- 52
- 2914
- Pages: 139-149
Reliability of scour protection design near the platform "Prirazlomnaja"
- Year: 2017
- Issue: 7
- 21
- 2553
- Pages: 52-65
Normal stresses of frost heaving as function of excess moisture
- Year: 2017
- Issue: 8
- 30
- 2770
- Pages: 130-139
Granulated foam-glass ceramics for ground protection against freezing
- Year: 2018
- Issue: 3
- 32
- 2698
- Pages: 95-102
Composition calculation and cracking estimation of concrete at early ages
- Year: 2018
- Issue: 6
- 54
- 3384
- Pages: 136-148
Soil stabilization and foundation restoration using an expandable polyurethane resin
- Year: 2018
- Issue: 6
- 193
- 4281
- Pages: 68-80
Improvement of the soil deformation modulus using an expandable polyurethane resin
- Year: 2018
- Issue: 7
- 142
- 3728
- Pages: 222-234