| Issue |
Title |
| Vol 14, No 3 (2023) |
Cementation of soils by wristband-pipe injection technology in conditions of thawing perpetually frozen soils |
|
|
Pronozin Y.A., Naumkina Y.V., Epifantseva L.R., Gress Y.D. |
| Vol 7, No 2 (2016) |
INTERRELATION BETWEEN STRENGTH CHARACTERISTICS OF THE COMPOSING SOIL AND THE GEOMETRY OF HOMOGENEOUS SLOPE UNLOADED AT THE ULTIMATE STATE |
|
|
Bogomolov A.N., Podtelkov V.V., Tsvetkova E.V., Bogomolova O.A. |
| Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
|
Bogomolova O.A. |
| Vol 11, No 1 (2020) |
DETERMINATION OF AN INCLINATION ANGLE OF THE MOST PROBABLE DESTRUCTION SITE AT THE GROUND POINT |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 11, No 3 (2020) |
SEASONAL CHANGES IN THE VALUE OF THE RESISTANCE COEFFICIENT OF THE LANDSLEND |
|
|
Bogomolova O.A., Zhidelev A.V. |
| 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 9, No 3 (2018) |
EFFECT OF PETROLEUM PRODUCTS ON PHYSICAL AND MECHANICAL PROPERTIES OF CONCRETE AND THE RELIABILITY OF LOAD-BEARING STRUCTURES |
|
|
Svintsov A.P., Nikolenko Y.V. |
| 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 9, No 1 (2018) |
THE INFLUENCE OF HORIZONTAL UNDERGROUND TUNNELS, ORIENTED PARALLEL TO THE FRONT OF THE UNIFORM SLOPE, ON ITS STABILITY |
|
|
Bogomolov A.N., Abramov G.A., Bogomolova O.A., Pristanskov A.A., Ermakov O.V. |
| Vol 9, No 1 (2018) |
NUMERICAL AND MODEL EXPERIMENTS TO DETERMINE THE STABILITY OF A HOMOGENEOUS SLOPE UNDERMINED WITH A HORIZONTAL PRODUCTION |
|
|
Bogomolov A.N., Abramov G.A., Bogomolova O.A., Pristanskov A.A., Ermakov O.V. |
| Vol 8, No 2 (2017) |
EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES |
|
|
Evtushenko S.I., Pikhur V.N. |
| Vol 8, No 2 (2017) |
STRESS-STRAIN CONDITION OF BASE OF DEEP FOUNDATIONS |
|
|
Ter-Martirosian A.Z., Ter-Martirosian Z.G., Luzin I.N. |
| Vol 8, No 2 (2017) |
DISTRIBUTION OF STRESSES IN A HOMOGENEOUS ISOTROPIC SLOPE WEAKENED BY A HORIZONTAL ROUND WORKING AT A LEVEL OF ITS BASE |
|
|
Bogomolov A.N., Abramov G.A., Bogomolova O.A., Pristanskov A.A. |
| 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 2 (2016) |
THE FEATURES OF THE CALCULATION STABILITY OF HOMOGENEOUS AND LAYERED GROUND SLOPE LADEN BASED ON ANALYSIS OF STRESS STATE |
|
|
Bogomolov A.N., Bogomolova O.A., Tsvetkova E.V., Podtelkov V.V. |
| 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 7, No 2 (2016) |
DETERMINATION OF SOIL POISSON’S RATIO BASED ON NUMERICAL SIMULATION OF LABORATORY TEST |
|
|
Doroshenko S.P., Saenko I.V., Nevzorov A.L. |
| 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. |
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