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Articles from section "Grounds and foundations, underground structures"
Quickly constructed joint of precast concrete arch elements
- Year: 2023
- Issue: 2
- 5
- 89
- Pages: 10703-10703
Basal heave stability assessment of retaining structures in cramped construction conditions: A calculation method
- Year: 2023
- Issue: 1
- 27
- 223
- Pages: 10603-10603
Monitoring and protection of sewer tunnels in difficult ground conditions with increasing anthropogenic impact
- Year: 2022
- Issue: 4
- 24
- 415
- Pages: 10205-10205
Interaction of a unique massive shell with a heterogeneous ground environment during immersion
- Year: 2022
- Issue: 2
- 30
- 577
- Pages: 10002-10002
Frequency-Dependent Dynamic Characteristics of the Soil Foundation
- Year: 2021
- Issue: 1
- 51
- 1141
- Pages: 9406-9406
Subsoil Stabilized by Polyurethane Resin Injection: FEM Calculation
- Year: 2020
- Issue: 6
- 69
- 1588
- Pages: 9108-9108
Resource saving pile columns and slabs in top-down technology
- Year: 2020
- Issue: 6
- 29
- 1490
- Pages: 9105-9105
Negative impact of microorganisms on multicomponent underground space of St-Petersburg: engineering, geological and geotechnical aspects
- Year: 2020
- Issue: 5
- 93
- 1628
- Pages: 9001-9001
FRP helical micro screw pile with cast iron pile cap: Review
- Year: 2020
- Issue: 4
- 56
- 1669
- Pages: 8903-8903
Reduction of water saturated clayey soils’ deflections by reinforcement
- Year: 2019
- Issue: 9
- 113
- 1895
- Pages: 22-33
Eliminating drawdown bases with the help of technology SLAB LIFTING
- Year: 2015
- Issue: 11
- 21
- 1558
- Pages: 15-26
Optimal type of pile joint in consideration of main characteristics
- Year: 2015
- Issue: 3
- 13
- 1597
- Pages: 143-151
The influence of dynamic vibration impact on improving the sediment pre-compacted loess saturated grounds
- Year: 2014
- Issue: 7
- 8
- 1623
- Pages: 116-127
Bearing capacity of pile by the theoretical method, by methods of static and dynamic sounding
- Year: 2014
- Issue: 3
- 26
- 1480
- Pages: 104-116
Maintenance of thermal cracking resistance in massive concrete base slabs during winter concreting
- Year: 2014
- Issue: 2
- 21
- 1509
- Pages: 125-135
Bearing capacity of driven piles with different types of cross section
- Year: 2013
- Issue: 10
- 14
- 1549
- Pages: 15-24
Criterion of choice of foundation’s type depending on conditions of the building and kind of construction
- Year: 2013
- Issue: 10
- 31
- 1603
- Pages: 2-14
Calculation of foundations for the group II limit states and its features
- Year: 2013
- Issue: 4
- 21
- 1705
- Pages: 36-41
Selection and performance calculations pile-driving equipment
- Year: 2013
- Issue: 3
- 12
- 1599
- Pages: 46-59
Bearing capability of driven piles with different types of cross-section
- Year: 2013
- Issue: 1
- 27
- 1491
- Pages: 22-27
Assessment of efficiency of the vibration damping material «Teroson WT 129»
- Year: 2016
- Issue: 5
- 17
- 1588
- Pages: 46-57
Soil model implemented in the software packages SCAD Office and Plaxis 3D
- Year: 2016
- Issue: 3
- 164
- 2245
- Pages: 31-60
Effectiveness of jet grouting method for soil base strengthening
- Year: 2017
- Issue: 5
- 24
- 1709
- Pages: 56-63
Factors affecting the efficiency of full-strength tubular pile
- Year: 2017
- Issue: 3
- 14
- 1592
- Pages: 105-128
Ground improvement using stone column construction encased with geogrid
- Year: 2018
- Issue: 3
- 24
- 1668
- Pages: 49-59
The theory of granular mediums in building and problems of its application
- Year: 2012
- Issue: 1
- 10
- 1532
- Pages: 22-27
Accounting of the soil rheological properties in the building settlement calculation
- Year: 2012
- Issue: 1
- 36
- 1811
- Pages: 1-21