Issue |
Title |
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 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 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 7, No 4 (2016) |
Numerical study load distribution between piles in groups |
|
Malyshkin A.P., Esipov A.V. |
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 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. |
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