Publication schedule
  • №1 February 2023
  • №2 April 2023
  • №3 May 2023
  • №4 July 2023

Articles from section "Grounds and foundations, underground structures"

Temperature effects on the design parameters of a geothermal pile

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 8
  • 57
  • 233
  • Pages: 11606-11606

Model of pile-frozen soil interaction in a closed form

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 7
  • 43
  • 286
  • 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
  • 37
  • 398
  • Pages: 11404-11404

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

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 6
  • 53
  • 375
  • Pages: 11403-11403

Long-term strength of frozen saline soils

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 5
  • 31
  • 447
  • Pages: 11307-11307

Effect of subsoil moisture on filtration through a screen defect

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 3
  • 20
  • 528
  • Pages: 11109-11109

Pile group effect at vertical vibrations

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 53
  • 675
  • Pages: 11013-11013

Bearing capacity of skirted footing subjected to inclined loading

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 46
  • 587
  • Pages: 11012-11012

Estimation of soil properties by an artificial neural network

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 71
  • 690
  • Pages: 11011-11011

Quantitative bounded method of special long-period ground motions

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 2
  • 32
  • 569
  • Pages: 11005-11005

Fibers reinforcement of the fissured clayey soil by desiccation

Grounds and foundations, underground structures
  • Year: 2022
  • Issue: 1
  • 44
  • 773
  • Pages: 10914-10914

Thermal conductivity of granular insulation in conditions of soil freezing

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 8
  • 41
  • 771
  • 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
  • 43
  • 1392
  • Pages: 10610-10610

Frost cracks formation in permafrost regions

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 66
  • 1117
  • Pages: 10405-10405

Interaction of drill-injection piles with the surrounding soil

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 79
  • 1120
  • Pages: 10407-10407

Failure mechanism and slope factors for a footing resting on slopes

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 4
  • 116
  • 1176
  • Pages: 10401-10401

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

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 2
  • 133
  • 1411
  • Pages: 10205-10205

Stabilization of lateritic soil for masonry applications

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 1
  • 85
  • 1287
  • Pages: 10109-10109

Transition factor between elastic and deformation moduli for dispersive soils

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 7
  • 52
  • 1235
  • Pages: 9907-9907

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

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 83
  • 1821
  • Pages: 119-130

Analysis of reinforced soil sustainability while tunnel construction

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 70
  • 1832
  • Pages: 80-89

Attenuation of the soil vibration amplitude at pile driving

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 3
  • 117
  • 1851
  • Pages: 49-56

Evolving crack influence on the strength of frozen sand soils

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 2
  • 105
  • 1843
  • Pages: 54-64

Strength of underground pipelines under seismic effects

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 1
  • 140
  • 1979
  • Pages: 97-120

Earthquake resistance of buildings on thawing permafrost grounds

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 1
  • 136
  • 2009
  • Pages: 50-59

Thermophysical properties of the soil massif

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 8
  • 166
  • 1953
  • Pages: 27-35

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

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 6
  • 79
  • 1748
  • Pages: 119-129

Risk of surface blast load on pile foundations

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 6
  • 171
  • 2206
  • Pages: 47-61

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

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 5
  • 154
  • 1883
  • Pages: 141-155

Frost heaving of foundation pit for seasonal permafrost areas

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 2
  • 103
  • 1976
  • Pages: 61-71

Heat insulated shallow foundation on heaving soils

Grounds and foundations, underground structures
  • Year: 2009
  • Issue: 3
  • 41
  • 1704
  • 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
  • 46
  • 1496
  • Pages: 27-35

Saint-Venant principle in geotechnics

Grounds and foundations, underground structures
  • Year: 2010
  • Issue: 4
  • 26
  • 1669
  • Pages: 31-32

Estimation of the soil body stability

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 9
  • 59
  • 1887
  • 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
  • 26
  • 1604
  • 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
  • 29
  • 2488
  • Pages: 13-18

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

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 9
  • 1612
  • Pages: 33-38

Determining the bearing capacity of soil foundation reinforced by geogrid

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 49
  • 1785
  • Pages: 25-32

Reliability of earth dams on compound base

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 4
  • 30
  • 1765
  • Pages: 2-9

Shift tests of cohesive soils under the various loading trajectories

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 7
  • 18
  • 1706
  • Pages: 50-57

Stability assessment of concrete structures on not bedrock foundation

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 12
  • 1499
  • 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
  • 11
  • 1689
  • Pages: 48-56

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

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 9
  • 40
  • 1867
  • Pages: 23-28

New technology - “foundation on pipe ground”

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 2
  • 20
  • 1520
  • Pages: 32-37

Features of manufacturing fiber-concrete jointless plates technology

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 2
  • 5
  • 1400
  • 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
  • 32
  • 1811
  • 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
  • 16
  • 1811
  • Pages: 12-21

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

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 5
  • 8
  • 1527
  • 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
  • 14
  • 1777
  • Pages: 39-49

Efficiency of piles of various cross-sectional forms

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 7
  • 27
  • 1814
  • 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
  • 12
  • 1570
  • Pages: 49-55

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

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 1
  • 9
  • 1727
  • 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
  • 49
  • 2091
  • Pages: 3-12

The selection of soil models parameters in Plaxis 2D

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 4
  • 260
  • 2492
  • Pages: 10-16

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

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 4
  • 15
  • 1713
  • Pages: 3-9

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

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 6
  • 41
  • 1753
  • 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
  • 18
  • 1939
  • Pages: 40-52

The selection and use method of sandy ground compaction

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 7
  • 24
  • 1862
  • Pages: 66-73

Settlement calculation of clay bed reinforced with vertical elements

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 4
  • 15
  • 1655
  • Pages: 19-27

Deformation monitoring of building foundations by hydrostatic leveling

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 44
  • 2081
  • Pages: 21-28

Design of the foundation slab with controlled forces

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 20
  • 1783
  • Pages: 10-20

Discrete model of the pile foundation

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 28
  • 1970
  • 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
  • 18
  • 1774
  • Pages: 83-91

Engineering kinematic theory in application to the calculation of pile foundations

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 2
  • 21
  • 1683
  • Pages: 57-71

Optimization of flat steel frame and foundation posts system

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 1
  • 49
  • 2399
  • 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
  • 33
  • 2095
  • 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
  • 38
  • 1827
  • Pages: 36-45

Modified concrete for producing pile foundations

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 2
  • 193
  • 2355
  • Pages: 3-10

Quasistaticity of the process of dynamic strain of soils

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 1
  • 36
  • 2227
  • 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
  • 43
  • 1862
  • Pages: 139-149

Reliability of scour protection design near the platform "Prirazlomnaja"

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 7
  • 14
  • 1683
  • Pages: 52-65

Thermal cracking resistance in massive foundation slabs in the building period

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 8
  • 39
  • 1739
  • Pages: 193-200

Normal stresses of frost heaving as function of excess moisture

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 8
  • 24
  • 1654
  • Pages: 130-139

Granulated foam-glass ceramics for ground protection against freezing

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 3
  • 24
  • 1718
  • Pages: 95-102

Foundation construction technology - "pile in the pipe"

Grounds and foundations, underground structures
  • Year: 2008
  • Issue: 1
  • 21
  • 1433
  • Pages: 33-37

Composition calculation and cracking estimation of concrete at early ages

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 6
  • 43
  • 1998
  • Pages: 136-148

Soil stabilization and foundation restoration using an expandable polyurethane resin

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 6
  • 132
  • 2652
  • Pages: 68-80

Improvement of the soil deformation modulus using an expandable polyurethane resin

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 7
  • 107
  • 2379
  • Pages: 222-234