Issue |
Title |
Vol 11, No 1 (2020) |
REDUCTION VIBRATIONS OF THE PILE FOUNDATIONS FOR MACHINES UNDER DYNAMIC LOADS BY HIGH-PRESSURE GROUP INJECTION METHOD |
|
Nuzhdin M.L., Nuzhdin L.V. |
Vol 14, No 3 (2023) |
The effectiveness of using the bearing capacity of piles in the formation of the pile field of the slab pile foundation of a 21-storey apartment building |
|
Skibin G.M., Derekhovskii V.M. |
Vol 12, No 4 (2021) |
DETERMINATION OF ADDITIONAL LOAD ON THE BRIDGE FOUNDATION PILE when the karst deformation development |
|
Gotman N.Z., Evdokimov A.G. |
Vol 9, No 2 (2018) |
IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY |
|
Shmidt O.A. |
Vol 8, No 4 (2017) |
DEVELOPMENT OF WORK EXECUTION DESIGN FOR CONSTRUCTION OF PILE FOUNDATIONS IN CONSTRAINED CITY CONDITIONS |
|
Gaido A.N. |
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 11, No 1 (2020) |
CAUSES OF DEFORMATION OF THE FOUNDATION STRUCTURES OF THE PASSENGER TERMINAL AIRPORT "SOKOL" (MAGADAN) |
|
Vlasov V.P., Bolotin A.V., Sergeev S.M., Lunegova A.A. |
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