Issue |
Title |
Vol 8, No 1 (2017) |
FEATURES OF CONSTRUCTING LOESS-BASED BUILDINGS AND STRUCTURES IN MOLDOVA |
|
Bogomolov A.N., Olianskii I.I., Shchekochikhina E.V., Kuz’menko I.I., Mozgunov M.D., Charykov D.A. |
Vol 7, No 3 (2016) |
Features of deformation behavior, slow subsidence of loess soils in the foundations of engineering structures in the man-made flooding |
|
Bogomolov A.N., Olianskii I.I., Shchekochikhina E.V., Kuz'menko I.I. |
Vol 11, No 1 (2020) |
EXPERIMENTAL TESTS OF THE BASIS OF “FUNDEX” PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS |
|
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P. |
Vol 10, No 2 (2019) |
EXPERIENCE OF SEALING WEAK WATER-SATURATED LOESS SOILS WITH VERTICAL SAND DRAINS IN SEISMIC REGIONS |
|
Mangushev R.A., Usmanov R.A. |
Vol 14, No 1 (2023) |
Comparison of methods for determination the bearing capacity of piles in punched holes with broadening using the results of static load tests |
|
Glukhov V.S., Gavrilov P.K. |
Vol 12, No 3 (2021) |
RATIONALE FOR THE METHOD OF DETERMINING THE DESIGN RESISTANCE OF FOUNDATION SOIL FOR FOUNDATIONS OF RECONSTRUCTED BUILDINGS |
|
Polishchuk A.I., Gutnyk T.N. |
1 - 6 of 6 Items |
|