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
Abstract PDF
(Rus)
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
Abstract
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
Abstract PDF
(Rus)
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
Abstract
Malyshkin A.P., Esipov A.V.
Vol 7, No 4 (2016) Numerical study load distribution between piles in groups
Abstract
Malyshkin A.P., Esipov A.V.
Vol 14, No 1 (2023) Investigation of individual problems of calculation of drainage pipes in complex geotechnical conditions
Abstract PDF
(Rus)
Gabibov Y.S., Salaeya K.B.
Vol 8, No 2 (2017) EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES
Abstract
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
Abstract
Kashapova K.R.
Vol 10, No 1 (2019) THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS
Abstract PDF
(Rus)
Semenov D.A., Kleveko V.I.
1 - 9 of 9 Items

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