| Issue |
Title |
| Vol 14, No 2 (2023) |
Construction information model as a tool to reduce information uncertainty in the operational management of construction |
|
|
Pimenov S.I., Kokliugina L.A. |
| Vol 13, No 3 (2022) |
Construction information model |
|
|
Pimenov S.I. |
| Vol 11, No 2 (2020) |
ASSESSMENT OF FEM CALCULATION RESULTS ACCURACY WITH THE USE OF SYMMETRY PLANES IN GEOTECHNICAL PROBLEMS |
|
|
Melnikov R.V., Bragar E.P. |
| Vol 14, No 1 (2023) |
Pile field numerical analysis at the stage of long-term impacts |
|
|
Nuzhdin L.V., Mikhaylov V.S. |
| Vol 8, No 1 (2017) |
STATE AND PROSPECTS OF GEOTECHNICAL ENGINEERING AND SOIL MECHANICS |
|
|
Kulachkin B.I., Mit’kin A.A., Magomedov S.S. |
| Vol 7, No 4 (2016) |
Numerical study load distribution between piles in groups |
|
|
Malyshkin A.P., Esipov A.V. |
| Vol 14, No 2 (2023) |
Pile field numerical analysis at the stage of dynamic impacts |
|
|
Nuzhdin L.V., Mikhaylov V.S. |
| Vol 9, No 4 (2018) |
STUDY OF THE IMPACT OF TRENCH DEVELOPMENT ON THE ADDITIONAL SETTLEMENT OF THE EXISTING BUILDING |
|
|
Kaloshina S.V., Kudasheva M.I., Zolotozubov D.G. |
| Vol 10, No 1 (2019) |
ANALYSIS OF THE EFFICIENCY OF THE APPLICATION OF TWO-LAYER FOUNDATION STRUCTURES OF THE POWER LINE PORTAL THROUGH A NUMERICAL EXPERIMENT |
|
|
Shutova M.N., Evtushenko S.I., Kalafatov D.A. |
| Vol 14, No 3 (2023) |
Computer modeling of the limit state of a slab foundation with regard to the rigidity of the above-foundation structure |
|
|
Bartolomey L.A., Bogomolova O.A., Geydt V.D., Geydt A.V. |
| Vol 12, No 3 (2021) |
INVESTIGATION OF THE INTERACTION OF GRILLAGE AND PILES WITH WIDENING IN THE STRIP FOUNDATION |
|
|
Malyshkin A.P., Esipov A.V. |
| Vol 7, No 4 (2016) |
NUMERICAL RESEARCHES STRESS-STRAIN STATE AND DISPLACEMENTS OF PILE FOUNDATIONS WITH REMOTE CENTRAL PILE |
|
|
Malyshkin A.P., Esipov A.V. |
| Vol 11, No 3 (2020) |
REMOTE CONTROL SYSTEM FOR TECHNOLOGICAL PARAMETERS OF PRESSED PILES |
|
|
Gaido A.N., Pogoda A.G., Kolchedantsev L.M., Vershinin D.V. |
| Vol 7, No 1 (2016) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVERSTIGATE THE OPERATION OF RETAINING WALLS, WHICH ARE REINFORCED WITH GEOSYNTHETIC HORIZONTAL LAYERS |
|
|
Kashapova K.R. |
| Vol 10, No 1 (2019) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS |
|
|
Semenov D.A., Kleveko V.I. |
| Vol 14, No 4 (2023) |
Adequacy of a road design model to a real object in the context of digital transformation |
|
|
Bobrova T.V. |
| Vol 9, No 4 (2018) |
ESTIMATION OF THE TRANSPORT-OPERATIONAL CONDITION OF STRUCTURAL ELEMENTS OF THE CARRIAGEWAY OF BRIDGE CONSTRUCTIONS USING NEIGHBORHOOD MODELS |
|
|
Bondarev B.A., Sedykh I.A., Smetannikova A.M. |
| Vol 9, No 2 (2018) |
MODELLING HEAT EXCHANGE PROCESSES IN SOILS |
|
|
Ofrikhter I.V., Zaharov A.V., Likhacheva N.N. |
| Vol 8, No 4 (2017) |
DETERMINATION OF THE FILTRATION COEFFICIENT OF CLAY SOIL USING CONE PENETRATION TEST WITH MEASUREMENT OF PORE PRESSURE |
|
|
Ponomarev A.B., Bezgodov M.A. |
| Vol 14, No 1 (2023) |
Investigation of individual problems of calculation of drainage pipes in complex geotechnical conditions |
|
|
Gabibov Y.S., Salaeya K.B. |
| Vol 8, No 2 (2017) |
EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES |
|
|
Evtushenko S.I., Pikhur V.N. |
| Vol 14, No 1 (2023) |
Regulatory provisions for determining parameters of nonlinear mechanical behavior in hardening soil models |
|
|
Sharafutdinov R.F. |
| Vol 7, No 4 (2016) |
DESIGN OF EXPERIMENTS TO CONSOLIDATE THE WATER-SATURATED CLAY SOIL BASE BY MAGNESIUM SULFATE IN THE CONSTRUCTION OF BUILDINGS AND STRUCTURES |
|
|
Igosheva L.A., Grishina A.S. |
| Vol 11, No 3 (2020) |
ESTIMATION OF DYNAMIC EFFECTS FROM VIBRATION DIPPING OF SHEET PILES ON ENVIRONMENTAL BUILDINGS IN CONDITIONS OF WEAK WATER-SATURATED SOILS |
|
|
Mangushev R.A., Gurskiy A.V., Polunin V.M. |
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