Issue |
Title |
Vol 14, No 2 (2023) |
Numerical determination of the value of the calculated resistance of the base under the stamp of final stiffness, taking into account the rigidity over the foundation structure |
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
Vol 14, No 2 (2023) |
Analysis of the stress state at the contours of underground horizontal workings of elliptical cross-section shape subjected to all-round uniform pressure |
|
Ponomarev A.B., Bogomolova O.A., Ushakov A.N. |
Vol 13, No 1 (2022) |
THE STRENGTH OF UNDERGROUND HORIZONTAL WORKINGS OF ELLIPTICAL CROSS-SECTION SHAPE SUBJECTED TO ALL-ROUND UNIFORM PRESSURE |
|
Bogomolov A.N., Ushakov A.N., Bogomolova O.A. |
Vol 10, No 3 (2019) |
PROBLEMS OF IRREGULAR UNCONTROLLED EMERSION OF THE UNDERGROUND PARKING IN THE SAINT PETERSBURG |
|
Gurskii A.V., Levintov G.V. |
Vol 12, No 3 (2021) |
DETERMINATION OF STRESS AT THE CONTOUR POINTS OF SINGLE UNDERGROUND HORIZONTAL MINE WORKINGS, SUBJECT TO UNIFORM PRESSURE, AND CALCULATION OF THEIR PERMISSIBLE LAYING DEPTH |
|
Bogomolov A.N., Ushakov A.N., Bogomolova O.A. |
Vol 10, No 2 (2019) |
ON THE DETERMINATION OF STRESSES ON THE CONTOURS OF UNDERGROUND HORIZONTAL MINES, SUBJECT TO AN OVERALL UNIFORM PRESSURE |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 12, No 3 (2021) |
FORMULA OF THE DESIGN RESISTANCE OF SOIL FOR PLATE FOUNDATIONS |
|
Matvienko J.O., Dyba V.P., Matvienko M.P. |
Vol 10, No 1 (2019) |
THE INFLUENCE OF SINGLE-LAYER AND DOUBLE-LAYER BASES VERTICAL SOIL PRESSING ON THE BEARING CAPACITY OF PILES |
|
Stepanov M.A., Dzhabrailova K.R., Rybak G.I., Stepanov M.A. |
Vol 9, No 3 (2018) |
ABOUT STRESSES IN A CONTOUR POINTS IN A SINGLE UNDERGROUND MINES OF DIFFERENT CROSS SECTIONS, SUBJECT TO AN OVERALL UNIFORM PRESSURE |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 9, No 2 (2018) |
MATHEMATICAL AND EXPERIMENTAL STUDY OF VALVES WITH FLAT LOCKING ELEMENT |
|
Svintsov A.P. |
Vol 8, No 4 (2017) |
USE OF GEOSYNTHETIC CLAY LINERS FOR POLLUTANT CONTROL |
|
Manassero M., Dominijanni A., Guarena 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 8, No 3 (2017) |
ENGINEERING METHOD OF CALCULATING SOIL PRESSURE ON RETAINING WALLS |
|
Shapiro D.M. |
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 13, No 4 (2022) |
ON THE DISTRIBUTION OF STRESSES ON THE CONTOURS OF SINGLE UNDERGROUND HORIZONTAL WORKINGS OF VARIOUS CROSS-SECTIONS SUBJECTED TO ALL-ROUND UNIFORM PRESSURE |
|
Ushakov A.N. |
Vol 7, No 3 (2016) |
The estimation of subsidence properties of loess rocks in the design of bases and foundations in Central Moldova |
|
Bogomolov A.N., Olianskii I.I., Shchekochikhina E.V., Kuz'menko I.I., Charykova S.A. |
Vol 13, No 3 (2022) |
METHOD FOR DETERMINING THE STRENGTH PROPERTIES OF THE FIXED SOIL OF THE MINE BASE |
|
Bogomolova O.A., Bogomolov A.N., Bogomolov S.A. |
Vol 10, No 4 (2019) |
THEORETICAL SOLUTION TO THE PROBLEM OF THE PROPAGATION OF STRESSES IN SOILS WHEN EXPOSED TO AXISYMMETRIC RADIAL EFFECTIVE STRESSES |
|
Khasanov A.Z., Khasanov Z.A., Nabieva N.A., Khasanov J.A. |
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