| Issue |
Title |
| Vol 14, No 2 (2023) |
Numerical determination of the value of the calculated resistance of the base under the stamp of final stiffness, taking into account the rigidity over the foundation structure |
|
|
Bartolomey L.A., Bogomolova O.A., Geidt V.D., Geidt A.V. |
| Vol 9, No 1 (2018) |
FEATURES OF SUBSOIL BEHAVIOR CONSIDERATION IN GEOTECHNICAL DESIGN OF HIGH RISE BUILDINGS LOCATED ON FLOODPLAIN TERRITORIES IN SEISMIC REGIONS |
|
|
Marinichev M.B. |
| Vol 7, No 2 (2016) |
ASSESSMENT OF SEPARATING BARRIERS IN WEAK CLAY SOILS, ARRANGED TO PROTECT THE EXISTING BUILDINGS FROM IMPACT OF THE NEW CONSTRUCTION |
|
|
Polishchuk A.I., Mezhakov A.S. |
| Vol 10, No 1 (2019) |
ANALYSIS OF THE EFFICIENCY OF THE APPLICATION OF TWO-LAYER FOUNDATION STRUCTURES OF THE POWER LINE PORTAL THROUGH A NUMERICAL EXPERIMENT |
|
|
Shutova M.N., Evtushenko S.I., Kalafatov D.A. |
| Vol 12, No 3 (2021) |
FORMULA OF THE DESIGN RESISTANCE OF SOIL FOR PLATE FOUNDATIONS |
|
|
Matvienko J.O., Dyba V.P., Matvienko M.P. |
| Vol 12, No 2 (2021) |
Analysis of causes of underground and atmospheric water in basements of the building in operation |
|
|
Polishchuk A.I., Chernyavskii D.A., Gumenyuk V.V., Solonov G.G. |
| Vol 9, No 2 (2018) |
IMPROVING THE CALCULATION METHOD FOR THE SETTLEMENT OF PILE FOUNDATIONS OF TANKS TAKING INTO ACCOUNT THEIR LOADING AND UNLOADING REPEATABILITY |
|
|
Shmidt O.A. |
| Vol 7, No 4 (2016) |
Geotechnical barrier and its impact on foundation settlement of adjacent buildings |
|
|
Polishchuk A.I., Mezhakov A.S. |
| Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
|
Bogomolova O.A. |
| Vol 9, No 1 (2018) |
NUMERICAL MODELING OF PILE FOUNDATIONS USING SCAD OFFICE STRUCTURAL ANALYSIS SOFTWARE |
|
|
Nuzhdin L.V., Mikhaylov V.S. |
| 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 3 (2023) |
Cementation of soils by wristband-pipe injection technology in conditions of thawing perpetually frozen soils |
|
|
Pronozin Y.A., Naumkina Y.V., Epifantseva L.R., Gress Y.D. |
| Vol 8, No 4 (2017) |
PROTECTIVE PILE CONSTRUCTIONS OF TRESTLE SUPPORTS “STREAMLINED” BY SOIL OF LANDSLIDES |
|
|
Matsii S.I., Leier D.V., Riabukhin A.K. |
| 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 7, No 2 (2016) |
WINTER SEASON CONSTRUCTION MODE OF COMBINED FOUNDATION |
|
|
Kim B.G., Stepanov M.A., Volosiuk D.V. |
| Vol 12, No 3 (2021) |
INVESTIGATION OF THE INTERACTION OF GRILLAGE AND PILES WITH WIDENING IN THE STRIP FOUNDATION |
|
|
Malyshkin A.P., Esipov A.V. |
| Vol 7, No 2 (2016) |
THE USE OF COMPOSITE MATERIALS IN THE DEVICE TECHNOLOGY OF BORED PILES IN THE CASING |
|
|
Vshivkov A.S., Bochkareva T.M. |
| Vol 11, No 2 (2020) |
THE ANALYTICAL DETERMINATION OF THE PARAMETERS OF THE WELL WHILE ELIMINATING UNEQUAL SETTLEMENT OF FOUNDATIONS METHOD OF DRILLING-OUT OF THE SOIL |
|
|
Pronosin Y.A., Kaygorodov M.D., Karaulov A.M. |
| Vol 8, No 3 (2017) |
NEW TECHNOLOGY OF CONSTRUCTING BUILDINGS ON POTENTIALLY DANGEROUS LANDSLIDE SLOPES |
|
|
Vlasov A.N., Korolev M.V., Chuniuk D.I., Korolev P.M. |
| 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 11, No 2 (2020) |
THE EFFECT GRAIN-SIZE COMPOSITION ON THERMAL CONDUCTIVITY OF SANDY SOILS |
|
|
Zakharov A.V., Makhover S.E. |
| 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 8, No 2 (2017) |
EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES |
|
|
Evtushenko S.I., Pikhur V.N. |
| Vol 12, No 3 (2021) |
RATIONALE FOR THE METHOD OF DETERMINING THE DESIGN RESISTANCE OF FOUNDATION SOIL FOR FOUNDATIONS OF RECONSTRUCTED BUILDINGS |
|
|
Polishchuk A.I., Gutnyk T.N. |
| 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 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 1 (2023) |
Investigation of individual problems of calculation of drainage pipes in complex geotechnical conditions |
|
|
Gabibov Y.S., Salaeya K.B. |
| Vol 8, No 2 (2017) |
STRESS-STRAIN CONDITION OF BASE OF DEEP FOUNDATIONS |
|
|
Ter-Martirosian A.Z., Ter-Martirosian Z.G., Luzin I.N. |
| Vol 11, No 1 (2020) |
INVESTIGATION OF INFLUENCE OF THERMOPHYSICAL CHARACTERISTICS OF SOIL MASSIF ON THE VALUE OF THERMAL ENERGY TAKEN BY ENERGY EFFICIENT PILE |
|
|
Ovchinnikov N.M., Zaharov A.V. |
| Vol 9, No 4 (2018) |
PHYSICAL MODELING OF A REINFORCED SAND BASE OF THE FOUNDATION |
|
|
Shiranov A.M., Nevzorov A.L. |
| Vol 14, No 1 (2023) |
Nonlinear deformations of the compacted soil base under the broadening of piles in punched holes |
|
|
Glukhov V.S., Pankina M.V. |
| Vol 8, No 2 (2017) |
CALCULATION OF INTERACTION REINFORCED CONCRETE FOUNDATION A GROUND BASE AT LIMIT LOAD |
|
|
Dyba V.P., Matvienko M.P. |
| Vol 12, No 2 (2021) |
Methodological issues in the History of origin and development of the Foundation Engineering from Ancient times to the beginning of the XVII century |
|
|
Shalamova E.A. |
| Vol 11, No 1 (2020) |
REDUCTION VIBRATIONS OF THE PILE FOUNDATIONS FOR MACHINES UNDER DYNAMIC LOADS BY HIGH-PRESSURE GROUP INJECTION METHOD |
|
|
Nuzhdin M.L., Nuzhdin L.V. |
| Vol 13, No 4 (2022) |
APPLICATION OF VARIABLE PITCH OF REINFORCEMENT OF GEOSYNTHETIC MATERIALS IN FOUNDATION PADS FROM CONTINUOUS SOILS |
|
|
Tatiannikov D.A. |
| 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 13, No 4 (2022) |
Calculation of effective schemes for strengthening shallow foundations by contour reinforcement with hard elements |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
| 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 12, No 1 (2021) |
CHANGE IN STRENGTH PARAMETERS OF DISPERSED SOILS AFTER HIGH-FREQUENCY VIBRATION |
|
|
Polunin V.M., Cheremhina A.P. |
| Vol 10, No 3 (2019) |
EXPERIMENTAL STUDIES OF PILE FOUNDATION GROUND BASE REINFORCED WITH HARD INCLUSIONS |
|
|
Nuzhdin M.L. |
| Vol 9, No 1 (2018) |
METHODS OF STRENGTHENING FOUNDATIONS AND basement CONSTRUCTIONS OF RECONSTRUCTED BUILDINGS |
|
|
Polishchyk A.I., Petukhov A.A. |
| Vol 13, No 1 (2022) |
DEVELOPMENT OF INNOVATIVE PILE FOUNDATION DESIGNS ON SUBSIDENCE SOILS |
|
|
Gabibov F.G. |
| Vol 7, No 4 (2016) |
Numerical study load distribution between piles in groups |
|
|
Malyshkin A.P., Esipov A.V. |
| Vol 12, No 1 (2021) |
RESULTS OF VIBRATION MONITORING OF VIBRO-DRIVING AND VIBRO-EXTRACTION OF SHEET PILES |
|
|
Lobov I.K., Penkov D.V., Polunin V.M. |
| Vol 10, No 1 (2019) |
ASSESSING THE EFFECT OF AN INCLINED DIVIDING LINE FROM PILES BETWEEN THE FOUNDATIONS OF NEIGHBORING BUILDINGS ON THEIR SETTLEMENTS |
|
|
Polishchuk A.I., Mezhakov A.S. |
| Vol 15, No 2 (2024) |
Strengthening of pile foundations by contour reinforcement with hard injection bodies |
|
|
Nuzhdin M.L., Ponomaryov A.B. |
| Vol 12, No 4 (2021) |
CALCULATION OF THE «BASE - EMBANKMENT» SYSTEM STABILITY |
|
|
Bogomolova O.A., Zhidelev A.V. |
| Vol 11, No 4 (2020) |
THE PENETRATION OF GROUND IMPROVEMENT INTO THE REALMS OF DEEP FOUNDATIONS |
|
|
Varaksin S. |
| Vol 10, No 1 (2019) |
REPRESENTATIONAL ANALYSIS OF THE EXPERIENCE OF BUILDING FOUNDATIONS ON FROZEN SOILS |
|
|
Boyarintsev A.V. |
| Vol 14, No 4 (2023) |
Calculation of the temperature condition of a thermostabilizable base with a single pile |
|
|
Zhaysambaev E.A., Maltseva T.V., Kraev A.N. |
| Vol 8, No 4 (2017) |
DEVELOPMENT OF WORK EXECUTION DESIGN FOR CONSTRUCTION OF PILE FOUNDATIONS IN CONSTRAINED CITY CONDITIONS |
|
|
Gaido A.N. |
| Vol 12, No 4 (2021) |
DETERMINATION OF ADDITIONAL LOAD ON THE BRIDGE FOUNDATION PILE when the karst deformation development |
|
|
Gotman N.Z., Evdokimov A.G. |
| Vol 11, No 4 (2020) |
STUDY OF THE NATURE OF THE WORK OF PILES WITH ROTARY ANCHORS WHEN WORKING IN AN ARRAY OF HEAVING SOILS |
|
|
Kostina O.V., Bochkareva T.M. |
| Vol 10, No 1 (2019) |
USE OF SHELL STRUCTURES IN EXTREME ZONES OF RUSSIA |
|
|
Kasharina T.P., Kasharin D.V. |
| Vol 11, No 2 (2020) |
PERFORMANCE EVALUATION OF USING INJECTION REINFORCEMENT TECHNOLOGY WITH SELF-EXPANDING GROUT OF SOFT SOILS AT THE SUB-BASE OF SHALLOW FOUNDATIONS |
|
|
Kalach F.N. |
| Vol 10, No 1 (2019) |
THE PLANNING OF THE MODEL EXPERIMENTS TO INVESTIGATETHE OPERATION OF BASES REINFORCED WITH GEOSYNTHETIC SHELLS |
|
|
Semenov D.A., Kleveko V.I. |
| 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 8, No 3 (2017) |
FULL-SCALE TESTING OF REINFORCED FOUNDATION PADS |
|
|
Tat`iannikov D.A., Ponomarev A.B. |
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