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 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 14, No 1 (2023) |
Analysis of the influence of anchor piles on test results |
|
Mangushev R.A., Nikitina N.S., Tereshchenko I.Y. |
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 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 13, No 4 (2022) |
APPLICATION OF VARIABLE PITCH OF REINFORCEMENT OF GEOSYNTHETIC MATERIALS IN FOUNDATION PADS FROM CONTINUOUS SOILS |
|
Tatiannikov D.A. |
Vol 9, No 4 (2018) |
PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION |
|
Shiranov A.M., Nevzorov A.L. |
Vol 15, No 2 (2024) |
Laboratory studies of wave run-up in the shallow sea zone on slopes reinforced with flexible concrete slabs |
|
Tlyavlina G.V. |
Vol 11, No 1 (2020) |
INCREASING THE STABILITY OF THE SAND CUSHION BY PRESTRESSING THE REINFORCING LAYERS OF GEOSYNTHETICS |
|
Shiranov A.M., Nevzorov A.L. |
Vol 12, No 4 (2021) |
Research on the use of silica aerogels |
|
Siyanov A.I., Abdulmanov D.I. |
Vol 9, No 3 (2018) |
CONDUCTING EXPERIMENTAL INVESTIGATIONS OF MODEL OF REINFORCED EARTH STRUCTURE |
|
Kundupyan K.S. |
Vol 14, No 4 (2023) |
Analysis of the stability of the Kuban river landslide slope involving the materials of landslide hazard monitoring |
|
Bandurin М.А., Volosukhin V.A., Prikhodko I.A., Rudenko А.А. |
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 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 9, No 1 (2018) |
ADVANCED TRAININGS FOR POLYTECHNIC UNIVERSITY STAFF IN THE FIELD OF BUILDING ENGINEERING AND TECHNOLOGIES |
|
Chekalkin A.A., Makarova E.Y. |
Vol 14, No 4 (2023) |
Modeling of physical and chemical processes in the synthesis of foam glass of various modifications: phase analysis and prediction of properties |
|
Fedosov S.V., Bakanov M.O., Grushko I.S., Bychinskii V.A. |
Vol 12, No 2 (2021) |
Determination of the actual excess excavation ratio (section “Kosino” - “Yugo-Vostochnaya”) |
|
Ter-Martirosian A.Z., Kivliuk V.P., Isaev I.O., Shishkina V.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) |
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 12, No 1 (2021) |
MODELLING AND MONITORING OF STRUCTURAL SAFETY OF UNIQUE UNDERGROUND STRUCTURES OF THE SEWAGE SYSTEM OF LARGE CITIES IN DIFFICULT GROUND CONDITIONS |
|
Perminov N.A. |
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 14, No 3 (2023) |
Experimental studies of the stability of wave-damping slopes to protect bridge supports from wave action |
|
Tlyavlina G.V. |
Vol 11, No 4 (2020) |
THE STATEMENT OF THE PROBLEM OF DEVELOPING THE METHODOLOGICAL BASES OF INFORMATION MODELING OF THE COST ESTIMATION PROCESS FOR THE OPTIMIZATION OF DESIGN WORK |
|
Bukalova A.Y., Avdeeva K.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. |
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 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 8, No 1 (2017) |
ON IMPORTANCE OF DETERMINING THERMOPHYSICAL PROPERTIES OF SEASONAL FREEZING SOILS |
|
Iadovina K.S., Mashchenko A.V. |
Vol 14, No 3 (2023) |
Modeling of the possible negative impact of mudflows in the monitoring of mudflow basins of the river Mzymta |
|
Bandurin M.A., Volosukhin V.A., Prikhodko I.A., Rudenko A.A. |
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 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 11, No 3 (2020) |
MATURITY ANALYSIS OF BIM SOLUTIONS AS A TOOL FOR BUILDING LIFE CYCLE SUPPORT |
|
Suntsov A.S., Simchenko O.L., Tolkachev Y.A., Chazov E.L., Samigullina D.R. |
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) |
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 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. |
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