Publication schedule
  • №5 August 2024

Articles from section "Grounds and foundations, underground structures"

Polyethylene terephthalate usage as a partial replacement for recycled fine aggregate in the subbase layer

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 3
  • 0
  • 12
  • Pages: 12707-12707

On the use of constrained modulus for soil settlement analysis

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 3
  • 17
  • 261
  • Pages: 12706-12706

Performance of geosynthetics-strengthened unconnected piled raft foundations under seismic loading

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 3
  • 23
  • 297
  • Pages: 12704-12704

Buckling analysis of piles in solid frozen soils

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 1
  • 64
  • 681
  • Pages: 12510-12510

Numerical analysis of rainfall-induced slope instability using a reduced-scale model

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 1
  • 27
  • 805
  • Pages: 12506-12506

Utilizing seismic techniques and dynamic field tests for soil dynamic response prediction in clay soils

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 1
  • 39
  • 1031
  • Pages: 12504-12504

Consolidation of water-saturated viscoelastic subgrade

Grounds and foundations, underground structures
  • Year: 2024
  • Volume: 17
  • Issue: 1
  • 77
  • 966
  • Pages: 12502-12502

Stabilization of expansive soil with lime and brick dust

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 8
  • 71
  • 730
  • Pages: 12401-12401

Shear strength and chemical properties of soft clayey soil treated with magnetized water

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 8
  • 44
  • 561
  • Pages: 12406-12406

Stabilization of kaolinitic soil using crushed tile column

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 7
  • 97
  • 867
  • Pages: 12304-12304

Bearing capacity of frame-gantry pile foundations

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 6
  • 45
  • 753
  • Pages: 12207-12207

Validation metrics for non-linear soil models using laboratory and in-situ tests

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 6
  • 48
  • 730
  • Pages: 12205-12205

Beam on a two-parameter elastic foundation: simplified finite element model

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 5
  • 72
  • 858
  • Pages: 12107-12107

Clay soil stiffness under consolidated isotropic drained triaxial tests

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 5
  • 57
  • 895
  • Pages: 12106-12106

Soil friction on a retaining wall under seismic load

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 5
  • 62
  • 775
  • Pages: 12102-12102

Soil-structure interaction: theoretical research, in-situ observations, and practical applications

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 4
  • 49
  • 764
  • Pages: 12005-12005

Prismatic face slope piles operating under frost heaving

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 4
  • 21
  • 670
  • Pages: 12006-12006

Influence of industrial wastes and lime on strength characteristics of clayey soil

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 4
  • 59
  • 913
  • Pages: 12002-12002

Effects of gradation and clay minerals on stabilized lateritic soil blocks

Grounds and foundations, underground structures
  • Year: 2023
  • Issue: 1
  • 75
  • 1142
  • Pages: 11704-11704

Temperature effects on the design parameters of a geothermal pile

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 8
  • 92
  • 1334
  • Pages: 11606-11606

Model of pile-frozen soil interaction in a closed form

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 7
  • 74
  • 1221
  • Pages: 11501-11501

The method of determining the trend equation for predicting vertical displacements by the search method of nonlinear programming

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 6
  • 58
  • 1333
  • Pages: 11404-11404

Model of soil thermal conductivity in the form of a truncated sphere

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 6
  • 91
  • 1459
  • Pages: 11403-11403

Long-term strength of frozen saline soils

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 5
  • 52
  • 1360
  • Pages: 11307-11307

Effect of subsoil moisture on filtration through a screen defect

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 3
  • 31
  • 1501
  • Pages: 11109-11109

Pile group effect at vertical vibrations

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 75
  • 1455
  • Pages: 11013-11013

Bearing capacity of skirted footing subjected to inclined loading

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 64
  • 1384
  • Pages: 11012-11012

Estimation of soil properties by an artificial neural network

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 143
  • 1930
  • Pages: 11011-11011

Quantitative bounded method of special long-period ground motions

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 50
  • 1522
  • Pages: 11005-11005

Fibers reinforcement of the fissured clayey soil by desiccation

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 1
  • 66
  • 1535
  • Pages: 10914-10914

Thermal conductivity of granular insulation in conditions of soil freezing

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 8
  • 50
  • 1544
  • Pages: 10814-10814

The combination of bamboo grid and concrete pile as soil reinforcement under the embankment

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 6
  • 64
  • 2266
  • Pages: 10610-10610

Frost cracks formation in permafrost regions

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 81
  • 1964
  • Pages: 10405-10405

Interaction of drill-injection piles with the surrounding soil

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 103
  • 2035
  • Pages: 10407-10407

Failure mechanism and slope factors for a footing resting on slopes

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 141
  • 2280
  • Pages: 10401-10401

Methodology for calculation and design of earthquake-resistant vibroisolated turbine foundations

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 2
  • 148
  • 2277
  • Pages: 10205-10205

Stabilization of lateritic soil for masonry applications

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 1
  • 108
  • 2204
  • Pages: 10109-10109

Transition factor between elastic and deformation moduli for dispersive soils

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 7
  • 63
  • 2065
  • Pages: 9907-9907

Deformed state of the bases buildings and structures from weak viscoelastic soils

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 91
  • 2513
  • Pages: 119-130

Analysis of reinforced soil sustainability while tunnel construction

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 82
  • 2625
  • Pages: 80-89

Attenuation of the soil vibration amplitude at pile driving

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 130
  • 2705
  • Pages: 49-56

Evolving crack influence on the strength of frozen sand soils

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 2
  • 110
  • 2743
  • Pages: 54-64

Strength of underground pipelines under seismic effects

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 1
  • 155
  • 2859
  • Pages: 97-120

Earthquake resistance of buildings on thawing permafrost grounds

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 1
  • 148
  • 2837
  • Pages: 50-59

Thermophysical properties of the soil massif

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 8
  • 176
  • 2892
  • Pages: 27-35

Kerman collapsible clay amendment by lime, bentonite, and nano silica

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 6
  • 82
  • 2506
  • Pages: 119-129

Risk of surface blast load on pile foundations

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 6
  • 182
  • 3203
  • Pages: 47-61

The effect of design on interaction of foundation slabs with the base

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 5
  • 161
  • 3423
  • Pages: 141-155

Frost heaving of foundation pit for seasonal permafrost areas

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 2
  • 118
  • 2734
  • Pages: 61-71

Heat insulated shallow foundation on heaving soils

Grounds and foundations, underground structures
  • Year: 2009
  • Issue: 3
  • 44
  • 2340
  • Pages: 7-10

Numerical simulation of the influence of soil core on the bearing capacity of pipe pile

Grounds and foundations, underground structures
  • Year: 2010
  • Issue: 2
  • 48
  • 2209
  • Pages: 27-35

Saint-Venant principle in geotechnics

Grounds and foundations, underground structures
  • Year: 2010
  • Issue: 4
  • 36
  • 2342
  • Pages: 31-32

Estimation of the soil body stability

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 9
  • 70
  • 2593
  • Pages: 41-48

Plotting the stress-path for unsaturated soil during consolidated undrained tests in stabilometer

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 9
  • 33
  • 2223
  • Pages: 35-40

Frost-protected shallow foundation: work in seasonally-freezing grounds, practice of thermal calculation

Grounds and foundations, underground structures
  • Year: 2011
  • Issue: 8
  • 33
  • 3177
  • Pages: 13-18

Numerical simulation of moisture migration depending on the rate of soil freezing

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 12
  • 2259
  • Pages: 33-38

Determining the bearing capacity of soil foundation reinforced by geogrid

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 58
  • 2531
  • Pages: 25-32

Reliability of earth dams on compound base

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 34
  • 2460
  • Pages: 2-9

Shift tests of cohesive soils under the various loading trajectories

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 7
  • 22
  • 2339
  • Pages: 50-57

Stability assessment of concrete structures on not bedrock foundation

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 17
  • 2188
  • Pages: 57-64

Calculation of reliability of foundation beds according to the strength criterion with limited information about the load

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 14
  • 2377
  • Pages: 48-56

The dependence of the strength properties of soil on its physical state

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 9
  • 44
  • 2602
  • Pages: 23-28

New technology - “foundation on pipe ground”

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 2
  • 22
  • 2142
  • Pages: 32-37

Features of manufacturing fiber-concrete jointless plates technology

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 2
  • 6
  • 1996
  • Pages: 27-31

Design of tower type structures to dynamic effects taking into account flexibility of the pile foundation and the base

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 4
  • 43
  • 2545
  • Pages: 46-50

Calculation of reliability of foundation bed in the deformations at the operational stage

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 4
  • 20
  • 2540
  • Pages: 12-21

The reliability calculation of foundations under eccentric load in the operation phase

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 5
  • 10
  • 2202
  • Pages: 69-75

Engineering kinematic theory of the contact earth pressure and its application to the static calculation of thin quay walls

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 6
  • 19
  • 2513
  • Pages: 39-49

Efficiency of piles of various cross-sectional forms

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 7
  • 37
  • 2561
  • Pages: 67-76

Low-cyclic fatigue consideration in terms of damping parameters optimization in seismic isolation systems

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 9
  • 19
  • 2292
  • Pages: 49-55

The Calculation of Foundation Bed Reliability by Bearing Capacity (Shift) during Operation

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 1
  • 10
  • 2384
  • Pages: 90-100

The load-bearing capacity of hanging piles by the strength criterion of a pile or soil material

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 7
  • 58
  • 3013
  • Pages: 3-12

The selection of soil models parameters in Plaxis 2D

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 4
  • 303
  • 3440
  • Pages: 10-16

FEM-based calculation of soil mass with the impact of dilatancy

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 4
  • 17
  • 2374
  • Pages: 3-9

Load-bearing capacity of soil loaded with strip-shell foundations

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 6
  • 47
  • 2503
  • Pages: 23-34

Engineering kinematic theory of ground contact pressure as applied to calculation of certain types of foundations

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 6
  • 21
  • 2681
  • Pages: 40-52

The selection and use method of sandy ground compaction

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 7
  • 29
  • 2689
  • Pages: 66-73

Settlement calculation of clay bed reinforced with vertical elements

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 4
  • 26
  • 2420
  • Pages: 19-27

Deformation monitoring of building foundations by hydrostatic leveling

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 57
  • 2966
  • Pages: 21-28

Design of the foundation slab with controlled forces

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 26
  • 2586
  • Pages: 10-20

Discrete model of the pile foundation

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 33
  • 2704
  • Pages: 3-9

Combined Method of 3d Analysis for Underground Structures in View of Surrounding Infinite Homogeneous and Inhomogeneous Medium

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 2
  • 19
  • 2624
  • Pages: 83-91

Engineering kinematic theory in application to the calculation of pile foundations

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 2
  • 23
  • 2409
  • Pages: 57-71

Optimization of flat steel frame and foundation posts system

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 1
  • 57
  • 3210
  • Pages: 14-24

Calculation of the reliability of the earth foundations of buildings and structures according to the deformation criteria with limited information on the soils and loads

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 1
  • 40
  • 2935
  • Pages: 4-13

Qualified method of layer-by-layer summation to define the settlement of foundation

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 4
  • 45
  • 2470
  • Pages: 36-45

Modified concrete for producing pile foundations

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 2
  • 207
  • 3226
  • Pages: 3-10

Quasistaticity of the process of dynamic strain of soils

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 1
  • 43
  • 3299
  • Pages: 71-91

Determination of soil deformation moduli after National Building Codes of Russia and Germany

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 7
  • 51
  • 2616
  • Pages: 139-149

Reliability of scour protection design near the platform "Prirazlomnaja"

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 7
  • 21
  • 2319
  • Pages: 52-65

Thermal cracking resistance in massive foundation slabs in the building period

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 8
  • 52
  • 2694
  • Pages: 193-200

Normal stresses of frost heaving as function of excess moisture

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 8
  • 30
  • 2445
  • Pages: 130-139

Granulated foam-glass ceramics for ground protection against freezing

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 3
  • 32
  • 2451
  • Pages: 95-102

Foundation construction technology - "pile in the pipe"

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 1
  • 26
  • 2110
  • Pages: 33-37

Composition calculation and cracking estimation of concrete at early ages

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 6
  • 53
  • 3063
  • Pages: 136-148

Soil stabilization and foundation restoration using an expandable polyurethane resin

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 6
  • 192
  • 3893
  • Pages: 68-80

Improvement of the soil deformation modulus using an expandable polyurethane resin

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 7
  • 139
  • 3316
  • Pages: 222-234