Latest issues

Articles from section "Grounds and foundations, underground structures"

Frequency-Dependent Dynamic Characteristics of the Soil Foundation

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 1
  • 30
  • 223
  • Pages: 9406-9406

Subsoil Stabilized by Polyurethane Resin Injection: FEM Calculation

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 6
  • 52
  • 796
  • Pages: 9108-9108

Resource saving pile columns and slabs in top-down technology

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 6
  • 24
  • 573
  • Pages: 9105-9105

Negative impact of microorganisms on multicomponent underground space of St-Petersburg: engineering, geological and geotechnical aspects

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 5
  • 82
  • 751
  • Pages: 9001-9001

FRP helical micro screw pile with cast iron pile cap: Review

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 4
  • 44
  • 684
  • Pages: 8903-8903

Reduction of water saturated clayey soils’ deflections by reinforcement

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 9
  • 104
  • 1044
  • Pages: 22-33

Eliminating drawdown bases with the help of technology SLAB LIFTING

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 11
  • 10
  • 728
  • Pages: 15-26

The impact of soil plug on optimize tubular pile

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 8
  • 7
  • 711
  • Pages: 7-23

Maintainability waterproofing system

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 7
  • 10
  • 721
  • Pages: 71-84

Optimal type of pile joint in consideration of main characteristics

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 6
  • 720
  • Pages: 143-151

Soil-concrete in a foundation construction

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 21
  • 915
  • Pages: 111-128

The influence of dynamic vibration impact on improving the sediment pre-compacted loess saturated grounds

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 7
  • 5
  • 669
  • Pages: 116-127

The resumptive pile load capacity equation

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 6
  • 12
  • 702
  • Pages: 120-127

Features of the weak clay soils

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 6
  • 13
  • 729
  • Pages: 104-119

Osterberg method of testing high capacity bored-piles

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 3
  • 27
  • 927
  • Pages: 135-144

Аnisotropic shallow foundation

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 3
  • 5
  • 692
  • Pages: 117-134

Bearing capacity of pile by the theoretical method, by methods of static and dynamic sounding

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 3
  • 20
  • 718
  • Pages: 104-116

Maintenance of thermal cracking resistance in massive concrete base slabs during winter concreting

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 2
  • 13
  • 699
  • Pages: 125-135

Bearing capacity of driven piles with different types of cross section

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 10
  • 10
  • 713
  • Pages: 15-24

Criterion of choice of foundation’s type depending on conditions of the building and kind of construction

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 10
  • 17
  • 759
  • Pages: 2-14

Calculation of foundations for the group II limit states and its features

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 4
  • 12
  • 782
  • Pages: 36-41

Selection and performance calculations pile-driving equipment

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 3
  • 4
  • 749
  • Pages: 46-59

The method of length measurement for hollow steel piles

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 12
  • 706
  • Pages: 28-35

Bearing capability of driven piles with different types of cross-section

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 12
  • 676
  • Pages: 22-27

Assessment of efficiency of the vibration damping material «Teroson WT 129»

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 5
  • 5
  • 751
  • Pages: 46-57

Soil model implemented in the software packages SCAD Office and Plaxis 3D

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 3
  • 123
  • 1197
  • Pages: 31-60

Calculation of the reliability of the slit foundation by the criterion of the bearing capacity of the foundation soil at the stage of operation

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 6
  • 13
  • 919
  • Pages: 7-17

Effectiveness of jet grouting method for soil base strengthening

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 5
  • 16
  • 785
  • Pages: 56-63

Factors affecting the efficiency of full-strength tubular pile

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 3
  • 5
  • 747
  • Pages: 105-128

Ground improvement using stone column construction encased with geogrid

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 3
  • 20
  • 817
  • Pages: 49-59

The theory of granular mediums in building and problems of its application

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 1
  • 5
  • 722
  • Pages: 22-27

Accounting of the soil rheological properties in the building settlement calculation

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 1
  • 19
  • 855
  • Pages: 1-21