Latest issues
Articles from section "Grounds and foundations, underground structures"
Effect of microbial-induced calcite precipitation on hydraulic conductivity and strength of a sandy gypseous soil
- Year: 2026
- Volume: 19
- Issue: 3
- 36
- 504
- Pages: 14304-14304
Shear strength and durability behavior of organic soils treated with recycled glass powder-based geopolymer
- Year: 2026
- Volume: 19
- Issue: 3
- 63
- 561
- Pages: 14302-14302
Experimental model of shallow foundation over treated expansive soil using fly ash-based geopolymer
- Year: 2026
- Volume: 19
- Issue: 2
- 51
- 670
- Pages: 14203-14203
Effect of compaction pressure and wheat straw inclusion on geopolymer-stabilized rammed earth behavior
- Year: 2026
- Volume: 19
- Issue: 2
- 56
- 704
- Pages: 14201-14201
Dynamic characteristics of machine foundation under harmonic loading on gypseous soil with various degrees of saturation
- Year: 2026
- Volume: 19
- Issue: 1
- 61
- 1090
- Pages: 14102-14102
Mechanical and durability properties of stabilized river drudged sediments
- Year: 2025
- Volume: 18
- Issue: 6
- 9
- 832
- Pages: 13804-13804
Determining the temperature of soil under a building with a ventilated basement
- Year: 2025
- Volume: 18
- Issue: 8
- 19
- 1152
- Pages: 14009-14009
Effect of de-sanding (recycling system) process on the piles bearing capacity
- Year: 2025
- Volume: 18
- Issue: 8
- 31
- 1280
- Pages: 14004-14004
Implementation of geopolymer for stabilizing granular soil
- Year: 2025
- Volume: 18
- Issue: 7
- 27
- 1350
- Pages: 13910-13910
Advancing geotechnical engineering via sustainable biomass-based soil stabilization
- Year: 2025
- Volume: 18
- Issue: 7
- 41
- 1277
- Pages: 13907-13907
Use of fluorohydride as a binder for stabilization of weak soils in road construction
- Year: 2025
- Volume: 18
- Issue: 7
- 43
- 1320
- Pages: 13904-13904
The expansion deformation characteristics of expansive soil under acid pollution
- Year: 2025
- Volume: 18
- Issue: 6
- 55
- 1440
- Pages: 13809-13809
Analytical evaluation of the rutting response under the static loading in flexible pavement
- Year: 2025
- Volume: 18
- Issue: 5
- 36
- 1506
- Pages: 13704-13704
The effect of a sustainable material as partially replacement of cement on the geotechnical properties of sandy soil
- Year: 2025
- Volume: 18
- Issue: 5
- 55
- 1547
- Pages: 13710-13710
Stabilization of sandy soil contaminated with crude-oil utilizing Portland cement
- Year: 2025
- Volume: 18
- Issue: 5
- 64
- 1623
- Pages: 13701-13701
Numerical modeling of connected and disconnected piled raft foundation under seismic loading in clayey soil
- Year: 2025
- Volume: 18
- Issue: 4
- 154
- 2117
- Pages: 13610-13610
Bearing capacity of square footing resting on lime-sand soil
- Year: 2025
- Volume: 18
- Issue: 3
- 102
- 4660
- Pages: 13507-13507
Experimental evaluation of negative skin friction on floating pile in gypseous soil
- Year: 2025
- Volume: 18
- Issue: 3
- 88
- 4470
- Pages: 13505-13505
Optimal distribution of piles under a concrete bridge abutment subject to vertical and torsion loads
- Year: 2025
- Volume: 18
- Issue: 3
- 159
- 4819
- Pages: 13501-13501
Experimental study on the behavior of multilayer geosynthetic-reinforced sandy embankments
- Year: 2025
- Volume: 18
- Issue: 2
- 12
- 4827
- Pages: 13410-13410
A model study of axially loaded micropiles in layered soils
- Year: 2025
- Volume: 18
- Issue: 2
- 15
- 4568
- Pages: 13408-13408
Application of various binders in soil stabilisation for road batter protection
- Year: 2025
- Volume: 18
- Issue: 2
- 167
- 5048
- Pages: 13402-13402
Natural vibrations of buried pipeline section
- Year: 2025
- Volume: 18
- Issue: 1
- 93
- 4831
- Pages: 13305-13305
Stability of gypseous soils slopes stabilized with cutback asphalt and lime using the finite element method
- Year: 2024
- Volume: 17
- Issue: 8
- 96
- 4898
- Pages: 13207-13207
Construction of coconut shell column for the enhancement of expansive soil
- Year: 2024
- Volume: 17
- Issue: 8
- 84
- 5183
- Pages: 13204-13204
Geotechnical characteristics of saline soft soils improved by chemical agents
- Year: 2024
- Volume: 17
- Issue: 7
- 34
- 3683
- Pages: 13105-13105
Evaluation of prior probability distribution of undrained cohesion for soil in Nasiriyah
- Year: 2024
- Volume: 17
- Issue: 6
- 34
- 3602
- Pages: 13009-13009
Effects of chicken bone powder mixed with limestone and cement on the clayey soil geotechnical characteristics
- Year: 2024
- Volume: 17
- Issue: 6
- 72
- 4328
- Pages: 13003-13003
Soil information model for prediction the soil properties characteristics
- Year: 2024
- Volume: 17
- Issue: 5
- 61
- 3683
- Pages: 12909-12909
Assessment of two nearby interfering strip footings of different embedment depths in saturated cohesive soils
- Year: 2024
- Volume: 17
- Issue: 5
- 65
- 4095
- Pages: 12906-12906
Dynamic responses of shallow foundations on saturated soil under impact loadings
- Year: 2024
- Volume: 17
- Issue: 5
- 86
- 3981
- Pages: 12903-12903
Suitability of earthen materials for rammed earth in arid region
- Year: 2024
- Volume: 17
- Issue: 4
- 68
- 4196
- Pages: 12807-12807
Compressible soil thickness and settlement prediction using elastoviscoplastic models: a comprehensive method
- Year: 2024
- Volume: 17
- Issue: 4
- 61
- 3986
- Pages: 12803-12803
Behavior of partially connected piled raft foundation under seismic loading
- Year: 2024
- Volume: 17
- Issue: 4
- 131
- 4257
- Pages: 12801-12801
Polyethylene terephthalate usage as a partial replacement for recycled fine aggregate in the subbase layer
- Year: 2024
- Volume: 17
- Issue: 3
- 47
- 3971
- Pages: 12707-12707
On the use of constrained modulus for soil settlement analysis
- Year: 2024
- Volume: 17
- Issue: 3
- 89
- 4776
- Pages: 12706-12706
Performance of geosynthetics-strengthened unconnected piled raft foundations under seismic loading
- Year: 2024
- Volume: 17
- Issue: 3
- 67
- 4250
- Pages: 12704-12704
Buckling analysis of piles in solid frozen soils
- Year: 2024
- Volume: 17
- Issue: 1
- 91
- 3679
- Pages: 12510-12510
Numerical analysis of rainfall-induced slope instability using a reduced-scale model
- Year: 2024
- Volume: 17
- Issue: 1
- 62
- 4786
- Pages: 12506-12506
Utilizing seismic techniques and dynamic field tests for soil dynamic response prediction in clay soils
- Year: 2024
- Volume: 17
- Issue: 1
- 80
- 5076
- Pages: 12504-12504
Consolidation of water-saturated viscoelastic subgrade
- Year: 2024
- Volume: 17
- Issue: 1
- 109
- 5099
- Pages: 12502-12502
Stabilization of expansive soil with lime and brick dust
- Year: 2023
- Issue: 8
- 164
- 5912
- Pages: 12401-12401
Shear strength and chemical properties of soft clayey soil treated with magnetized water
- Year: 2023
- Issue: 8
- 63
- 4434
- Pages: 12406-12406
Stabilization of kaolinitic soil using crushed tile column
- Year: 2023
- Issue: 7
- 230
- 5055
- Pages: 12304-12304
Validation metrics for non-linear soil models using laboratory and in-situ tests
- Year: 2023
- Issue: 6
- 66
- 4341
- Pages: 12205-12205
Beam on a two-parameter elastic foundation: simplified finite element model
- Year: 2023
- Issue: 5
- 124
- 5461
- Pages: 12107-12107
Clay soil stiffness under consolidated isotropic drained triaxial tests
- Year: 2023
- Issue: 5
- 92
- 4901
- Pages: 12106-12106
Soil-structure interaction: theoretical research, in-situ observations, and practical applications
- Year: 2023
- Issue: 4
- 83
- 4802
- Pages: 12005-12005
Prismatic face slope piles operating under frost heaving
- Year: 2023
- Issue: 4
- 27
- 4348
- Pages: 12006-12006
Influence of industrial wastes and lime on strength characteristics of clayey soil
- Year: 2023
- Issue: 4
- 86
- 4795
- Pages: 12002-12002
Effects of gradation and clay minerals on stabilized lateritic soil blocks
- Year: 2023
- Issue: 1
- 85
- 4962
- Pages: 11704-11704
Temperature effects on the design parameters of a geothermal pile
- Year: 2022
- Issue: 8
- 99
- 5190
- Pages: 11606-11606
The method of determining the trend equation for predicting vertical displacements by the search method of nonlinear programming
- Year: 2022
- Issue: 6
- 64
- 4877
- Pages: 11404-11404
Model of soil thermal conductivity in the form of a truncated sphere
- Year: 2022
- Issue: 6
- 100
- 5332
- Pages: 11403-11403
Effect of subsoil moisture on filtration through a screen defect
- Year: 2022
- Issue: 3
- 36
- 5291
- Pages: 11109-11109
Bearing capacity of skirted footing subjected to inclined loading
- Year: 2022
- Issue: 2
- 80
- 4761
- Pages: 11012-11012
Estimation of soil properties by an artificial neural network
- Year: 2022
- Issue: 2
- 198
- 6301
- Pages: 11011-11011
Quantitative bounded method of special long-period ground motions
- Year: 2022
- Issue: 2
- 59
- 5428
- Pages: 11005-11005
Fibers reinforcement of the fissured clayey soil by desiccation
- Year: 2022
- Issue: 1
- 81
- 4724
- Pages: 10914-10914
Thermal conductivity of granular insulation in conditions of soil freezing
- Year: 2021
- Issue: 8
- 53
- 5059
- Pages: 10814-10814
The combination of bamboo grid and concrete pile as soil reinforcement under the embankment
- Year: 2021
- Issue: 6
- 104
- 6097
- Pages: 10610-10610
Interaction of drill-injection piles with the surrounding soil
- Year: 2021
- Issue: 4
- 112
- 6237
- Pages: 10407-10407
Failure mechanism and slope factors for a footing resting on slopes
- Year: 2021
- Issue: 4
- 156
- 6727
- Pages: 10401-10401
Methodology for calculation and design of earthquake-resistant vibroisolated turbine foundations
- Year: 2021
- Issue: 2
- 167
- 6343
- Pages: 10205-10205
Stabilization of lateritic soil for masonry applications
- Year: 2021
- Issue: 1
- 126
- 7079
- Pages: 10109-10109
Transition factor between elastic and deformation moduli for dispersive soils
- Year: 2020
- Issue: 7
- 66
- 5569
- Pages: 9907-9907
Deformed state of the bases buildings and structures from weak viscoelastic soils
- Year: 2020
- Issue: 3
- 95
- 5707
- Pages: 119-130
Analysis of reinforced soil sustainability while tunnel construction
- Year: 2020
- Issue: 3
- 86
- 5964
- Pages: 80-89
Evolving crack influence on the strength of frozen sand soils
- Year: 2020
- Issue: 2
- 115
- 6358
- Pages: 54-64
Earthquake resistance of buildings on thawing permafrost grounds
- Year: 2020
- Issue: 1
- 161
- 6536
- Pages: 50-59
Kerman collapsible clay amendment by lime, bentonite, and nano silica
- Year: 2019
- Issue: 6
- 86
- 5762
- Pages: 119-129
The effect of design on interaction of foundation slabs with the base
- Year: 2019
- Issue: 5
- 174
- 6518
- Pages: 141-155
Frost heaving of foundation pit for seasonal permafrost areas
- Year: 2019
- Issue: 2
- 124
- 6029
- Pages: 61-71
Numerical simulation of the influence of soil core on the bearing capacity of pipe pile
- Year: 2010
- Issue: 2
- 50
- 5058
- Pages: 27-35
Plotting the stress-path for unsaturated soil during consolidated undrained tests in stabilometer
- Year: 2012
- Issue: 9
- 38
- 5251
- Pages: 35-40
Frost-protected shallow foundation: work in seasonally-freezing grounds, practice of thermal calculation
- Year: 2011
- Issue: 8
- 34
- 6170
- Pages: 13-18
Numerical simulation of moisture migration depending on the rate of soil freezing
- Year: 2012
- Issue: 4
- 18
- 5302
- Pages: 33-38
Determining the bearing capacity of soil foundation reinforced by geogrid
- Year: 2012
- Issue: 4
- 60
- 5641
- Pages: 25-32
Shift tests of cohesive soils under the various loading trajectories
- Year: 2012
- Issue: 7
- 25
- 5233
- Pages: 50-57
Stability assessment of concrete structures on not bedrock foundation
- Year: 2013
- Issue: 1
- 18
- 5006
- Pages: 57-64
The dependence of the strength properties of soil on its physical state
- Year: 2012
- Issue: 9
- 47
- 5639
- Pages: 23-28
Features of manufacturing fiber-concrete jointless plates technology
- Year: 2008
- Issue: 2
- 7
- 4597
- Pages: 27-31
Calculation of reliability of foundation bed in the deformations at the operational stage
- Year: 2013
- Issue: 4
- 23
- 5529
- Pages: 12-21
The reliability calculation of foundations under eccentric load in the operation phase
- Year: 2013
- Issue: 5
- 13
- 5111
- Pages: 69-75
Low-cyclic fatigue consideration in terms of damping parameters optimization in seismic isolation systems
- Year: 2013
- Issue: 9
- 24
- 5376
- Pages: 49-55
The Calculation of Foundation Bed Reliability by Bearing Capacity (Shift) during Operation
- Year: 2014
- Issue: 1
- 11
- 5278
- Pages: 90-100
The load-bearing capacity of hanging piles by the strength criterion of a pile or soil material
- Year: 2016
- Issue: 7
- 60
- 6278
- Pages: 3-12
FEM-based calculation of soil mass with the impact of dilatancy
- Year: 2014
- Issue: 4
- 21
- 5402
- Pages: 3-9
Load-bearing capacity of soil loaded with strip-shell foundations
- Year: 2016
- Issue: 6
- 50
- 5631
- Pages: 23-34
Settlement calculation of clay bed reinforced with vertical elements
- Year: 2015
- Issue: 4
- 29
- 5544
- Pages: 19-27
Deformation monitoring of building foundations by hydrostatic leveling
- Year: 2015
- Issue: 3
- 65
- 6472
- Pages: 21-28
Engineering kinematic theory in application to the calculation of pile foundations
- Year: 2017
- Issue: 2
- 25
- 5468
- Pages: 57-71
Qualified method of layer-by-layer summation to define the settlement of foundation
- Year: 2017
- Issue: 4
- 56
- 5805
- Pages: 36-45
Determination of soil deformation moduli after National Building Codes of Russia and Germany
- Year: 2017
- Issue: 7
- 60
- 5973
- Pages: 139-149
Reliability of scour protection design near the platform "Prirazlomnaja"
- Year: 2017
- Issue: 7
- 26
- 5318
- Pages: 52-65
Thermal cracking resistance in massive foundation slabs in the building period
- Year: 2017
- Issue: 8
- 65
- 5884
- Pages: 193-200
Normal stresses of frost heaving as function of excess moisture
- Year: 2017
- Issue: 8
- 32
- 5678
- Pages: 130-139
Granulated foam-glass ceramics for ground protection against freezing
- Year: 2018
- Issue: 3
- 39
- 5679
- Pages: 95-102
Composition calculation and cracking estimation of concrete at early ages
- Year: 2018
- Issue: 6
- 57
- 6359
- Pages: 136-148
Soil stabilization and foundation restoration using an expandable polyurethane resin
- Year: 2018
- Issue: 6
- 224
- 8370
- Pages: 68-80
Improvement of the soil deformation modulus using an expandable polyurethane resin
- Year: 2018
- Issue: 7
- 162
- 7064
- Pages: 222-234