Issue |
Title |
Vol 11, No 3 (2020) |
SEASONAL CHANGES IN THE VALUE OF THE RESISTANCE COEFFICIENT OF THE LANDSLEND |
|
Bogomolova O.A., Zhidelev A.V. |
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. |
Vol 13, No 4 (2022) |
Investigation of the properties of translucent concrete |
|
Siyanov A.I., Yaroshevich D.K. |
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 8, No 1 (2017) |
ENGINEERING AND GEOLOGICAL CONSTRUCTION CONDITIONS ON MAIKOP CLAYS OF VOLGOGRAD |
|
Kuznetsova S.V., Makhova S.I. |
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 8, No 1 (2017) |
DEPENDENCE OF MAXIMUM PERMISSIBLE LOAD ON PHYSICAL-MECHANICAL PROPERTIES OF STAMP HOMOGENEOUS BASE IN MIXED PROBLEM |
|
Bogomolov A.N., Bogomolova O.A., Podtelkov V.V., Bogdan A.V., Liburatskov E.M. |
Vol 13, No 1 (2022) |
Assessment of seismic resistance of multi-storey buildings under seismic impacts on weak subsidence soils |
|
Zainulabidova K.R. |
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 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 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 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 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
Bogomolova O.A. |
Vol 9, No 4 (2018) |
STUDY OF THE IMPACT OF TRENCH DEVELOPMENT ON THE ADDITIONAL SETTLEMENT OF THE EXISTING BUILDING |
|
Kaloshina S.V., Kudasheva M.I., Zolotozubov D.G. |
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