Issue |
Title |
Vol 14, No 2 (2023) |
Effectiveness of compensatory injection as a means of regulating the stresses in complex geotechnical conditions |
|
Pronozin Y.A., Melnikov R.V., Kiselev N.Y., Tarasenko A.A., Gress Y.D. |
Vol 14, No 1 (2023) |
Experimental study of the mechanical properties of the downstream wedge of a low-pressure dam under conditions of rising flood water levels |
|
Bandurin M.A., Volosukhin V.A., Prikhodko I.A., Verbitsky A.Y. |
Vol 7, No 2 (2016) |
DEVELOPMENT OF THE EVALUATION METHOD OF LOADING SPREAD FOOTING FOR STRENGTHENING THEM BY INJECTION PILES IN CLAY SOILS |
|
Polishchuk A.I., Filippovich A.A., Semenov I.V. |
Vol 14, No 1 (2023) |
Analysis of the influence of anchor piles on test results |
|
Mangushev R.A., Nikitina N.S., Tereshchenko I.Y. |
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 13, No 4 (2022) |
APPLICATION OF VARIABLE PITCH OF REINFORCEMENT OF GEOSYNTHETIC MATERIALS IN FOUNDATION PADS FROM CONTINUOUS SOILS |
|
Tatiannikov D.A. |
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 12, No 4 (2021) |
Research on the use of silica aerogels |
|
Siyanov A.I., Abdulmanov D.I. |
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 11, No 4 (2020) |
THE INNOVATIVE LABORATORY EQUIPMENT FOR ASSESSMENT OF A FROST HEAVE PHENOMENON OF THE SOILS |
|
Korshunov A.A., Churkin S.V., Nevzorov A.L. |
Vol 11, No 2 (2020) |
ASSESSMENT OF FEM CALCULATION RESULTS ACCURACY WITH THE USE OF SYMMETRY PLANES IN GEOTECHNICAL PROBLEMS |
|
Melnikov R.V., Bragar E.P. |
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. |
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 9, No 1 (2018) |
METHODS OF STRENGTHENING FOUNDATIONS AND basement CONSTRUCTIONS OF RECONSTRUCTED BUILDINGS |
|
Polishchyk A.I., Petukhov A.A. |
Vol 14, No 3 (2023) |
The effectiveness of using the bearing capacity of piles in the formation of the pile field of the slab pile foundation of a 21-storey apartment building |
|
Skibin G.M., Derekhovskii V.M. |
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 4 (2017) |
NUMERICAL MODELLING OF THE DYNAMIC IMPACT OF A CARGO VEHICLE ON A BUILDING FOUNDATION |
|
Antipov V.V., Ofrikhter V.G., Ponomarev A.B., Shutova O.A. |
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