Issue |
Title |
Vol 7, No 1 (2016) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVERSTIGATE THE OPERATION OF RETAINING WALLS, WHICH ARE REINFORCED WITH GEOSYNTHETIC HORIZONTAL LAYERS |
|
Kashapova K.R. |
Vol 15, No 2 (2024) |
Analysis of the current state of the problem of civil engineering in the conditions of permafrost soils |
|
Ponomaryov A.B., Korablev D.S. |
Vol 9, No 2 (2018) |
THE CHOICE OF THE BEST OPTION FOR THE STABILITY OF SLOPE CONSISTING OF CLAYSTONE |
|
Sychkina E.N., Timshina A.A. |
Vol 13, No 4 (2022) |
ASSESSMENT OF THE STABILITY OF A LOADED SLOPE IN COMPLEX ENGINEERING AND GEOLOGICAL CONDITIONS |
|
Bogomolov A.N., Ofrikhter V.G., Redin A.V., Bogomolova O.A., Bogomolov S.A. |
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 2 (2022) |
COMPUTER SIMULATION OF RIGID PLATE SETTLEMENT ON A HOMOGENEOUS WEIGHT BASE |
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
Vol 12, No 4 (2021) |
THE IMPACT OF THE FOUNDATION PIT WITH ADDITIONAL TRANSVERSE WALLS ON THE SURROUNDING BUILDING AND THE ASSESSMENT OF THE EFFECTIVENESS OF THE MEASURES UNDER CONSIDERATION |
|
Ter-Martirosian A.Z., Cherkesov R.H., Isaev I.O., Grishin V.S. |
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