Latest issues

Articles from section "Grounds and foundations, underground structures"

Subsoil Stabilized by Polyurethane Resin Injection: FEM Calculation

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 6
  • 45
  • 499
  • Pages: 9108-9108

Resource saving pile columns and slabs in top-down technology

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 6
  • 23
  • 344
  • 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
  • 70
  • 523
  • Pages: 9001-9001

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

Grounds and foundations, underground structures
  • Year: 2020
  • Issue: 4
  • 39
  • 451
  • Pages: 8903-8903

Reduction of water saturated clayey soils’ deflections by reinforcement

Grounds and foundations, underground structures
  • Year: 2019
  • Issue: 9
  • 100
  • 770
  • Pages: 22-33

Eliminating drawdown bases with the help of technology SLAB LIFTING

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 11
  • 9
  • 527
  • Pages: 15-26

The impact of soil plug on optimize tubular pile

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 8
  • 7
  • 511
  • Pages: 7-23

Maintainability waterproofing system

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 7
  • 10
  • 518
  • Pages: 71-84

Optimal type of pile joint in consideration of main characteristics

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 4
  • 516
  • Pages: 143-151

Soil-concrete in a foundation construction

Grounds and foundations, underground structures
  • Year: 2015
  • Issue: 3
  • 21
  • 724
  • 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
  • 4
  • 472
  • Pages: 116-127

The resumptive pile load capacity equation

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 6
  • 9
  • 497
  • Pages: 120-127

Features of the weak clay soils

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 6
  • 11
  • 529
  • Pages: 104-119

Osterberg method of testing high capacity bored-piles

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 3
  • 24
  • 609
  • Pages: 135-144

Аnisotropic shallow foundation

Grounds and foundations, underground structures
  • Year: 2014
  • Issue: 3
  • 4
  • 468
  • 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
  • 17
  • 518
  • 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
  • 12
  • 505
  • Pages: 125-135

Bearing capacity of driven piles with different types of cross section

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 10
  • 7
  • 511
  • 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
  • 11
  • 539
  • Pages: 2-14

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

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 4
  • 8
  • 554
  • Pages: 36-41

Selection and performance calculations pile-driving equipment

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 3
  • 3
  • 532
  • Pages: 46-59

The method of length measurement for hollow steel piles

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 9
  • 519
  • Pages: 28-35

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

Grounds and foundations, underground structures
  • Year: 2013
  • Issue: 1
  • 11
  • 486
  • Pages: 22-27

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

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 5
  • 4
  • 556
  • Pages: 46-57

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

Grounds and foundations, underground structures
  • Year: 2016
  • Issue: 3
  • 97
  • 880
  • 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
  • 641
  • Pages: 7-17

Effectiveness of jet grouting method for soil base strengthening

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 5
  • 10
  • 534
  • Pages: 56-63

Factors affecting the efficiency of full-strength tubular pile

Grounds and foundations, underground structures
  • Year: 2017
  • Issue: 3
  • 4
  • 541
  • Pages: 105-128

Ground improvement using stone column construction encased with geogrid

Grounds and foundations, underground structures
  • Year: 2018
  • Issue: 3
  • 17
  • 602
  • Pages: 49-59

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

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 1
  • 3
  • 549
  • Pages: 22-27

Accounting of the soil rheological properties in the building settlement calculation

Grounds and foundations, underground structures
  • Year: 2012
  • Issue: 1
  • 16
  • 614
  • Pages: 1-21