Issue |
Title |
Vol 11, No 1 (2020) |
CAUSES OF DEFORMATION OF THE FOUNDATION STRUCTURES OF THE PASSENGER TERMINAL AIRPORT "SOKOL" (MAGADAN) |
|
Vlasov V.P., Bolotin A.V., Sergeev S.M., Lunegova A.A. |
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. |
Vol 10, No 4 (2019) |
STUDY OF THE INFLUENCE OF THE LAYING OF HEATING MAINS ON THE STATE OF THE BASE PAVEMENT AUTOMOBILE ROAD |
|
Kudryavtcev S.A., Valtseva T.U. |
Vol 12, No 3 (2021) |
ACCOUNT THE INFLUENCE OF DEFORMATIONS FROM PART-TIME WORK OF THE TERRITORY ON THE STRESS-STRAIN STATE OF BUILDING STRUCTURES |
|
Pyatkin P.A., Skibin E.G. |
Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
Bogomolova O.A. |
Vol 11, No 4 (2020) |
ACCOUNTING OF SOLAR RADIATION IN NUMERICAL MODELLING OF THE THERMOPHYSICAL PROCESSES OF FREEZING AND THAWING OF PERMAFROST SOILS |
|
Kudryavtsev S.A., Valtseva T.U., Kajarskii A.V., Kotenko J.I., Paramonov V.N., Sakharov I.I. |
Vol 9, No 2 (2018) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE ASYMPTOTIC ATTENUATION OF THE DISPLACEMENTS AT INFINITY |
|
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) |
ON THE STRESS-STRAIN STATE OF AN ELASTIC HALF-PLANE WITH THE NONLINEAR MOVEMENT OF THE PLOT BOUNDARIES |
|
Bogomolov A.N., Bogomolova O.A., Ushakov A.N. |
Vol 14, No 3 (2023) |
Computer modeling of the interaction of the building underground part with the soil foundation during the karst cavity formation on the example of the administrative and business center construction |
|
Ter-Martirosyan A.Z., Cherkesov R.H., Isaev I.O., Filaretov N.A., Vanina Y.V. |
Vol 7, No 4 (2016) |
The development of structures for strengthening of sliding slopes from highway “Amur” with using of modern geosynthetic materials |
|
Kudriavtsev S.A., Val′tseva T.I., Goncharova E.D. |
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 7, No 4 (2016) |
NUMERICAL RESEARCHES STRESS-STRAIN STATE AND DISPLACEMENTS OF PILE FOUNDATIONS WITH REMOTE CENTRAL PILE |
|
Malyshkin A.P., Esipov A.V. |
Vol 13, No 3 (2022) |
THE KARST PROTECTION OF HIGHWAYS USING GEOSYNTHETIC MATERIALS AND ALARM SYSTEMS DESIGN |
|
Gotman N.Z., Panteleev Y.I. |
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