Issue |
Title |
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 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 13, No 1 (2022) |
DETERMINATION OF THE VALUE OF THE STABILITY MARGIN COEFFICIENT BASED ON THE ANALYSIS OF THE STRESSED STATE OF THE SOIL MASS IN THE FRAMEWORK OF THE LINEAR THEORY OF ELASTICITY |
|
Bogomolova O.A., Zhidelev A.V. |
Vol 13, No 1 (2022) |
Assessment of seismic resistance of multi-storey buildings under seismic impacts on weak subsidence soils |
|
Zainulabidova K.R. |
Vol 12, No 3 (2021) |
TWO APPROACHES FOR DETERMINING AREAS OF PLASTIC DEFORMATION IN A HOMOGENEOUS BASE FOUNDATION |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
Bogomolova O.A. |
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) |
THE INFLUENCE OF WATER SATURATION OF CLAY SOIL’S BASE ON ADDITIONAL SETTLEMENTS OF A FIVE-STOREY BUILDING WITH A STRIP SHALLOW FOUNDATION |
|
Kudasheva M.I., Kaloshina S.V., Zolotozubov D.G. |
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