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 7, No 4 (2016) |
Geotechnical barrier and its impact on foundation settlement of adjacent buildings |
|
Polishchuk A.I., Mezhakov A.S. |
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 7, No 2 (2016) |
WINTER SEASON CONSTRUCTION MODE OF COMBINED FOUNDATION |
|
Kim B.G., Stepanov M.A., Volosiuk D.V. |
Vol 9, No 1 (2018) |
NUMERICAL MODELING OF PILE FOUNDATIONS USING SCAD OFFICE STRUCTURAL ANALYSIS SOFTWARE |
|
Nuzhdin L.V., Mikhaylov V.S. |
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 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 4 (2017) |
DEVELOPMENT OF WORK EXECUTION DESIGN FOR CONSTRUCTION OF PILE FOUNDATIONS IN CONSTRAINED CITY CONDITIONS |
|
Gaido A.N. |
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 1 (2022) |
DEVELOPMENT OF INNOVATIVE PILE FOUNDATION DESIGNS ON SUBSIDENCE SOILS |
|
Gabibov F.G. |
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 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 4 (2021) |
DETERMINATION OF ADDITIONAL LOAD ON THE BRIDGE FOUNDATION PILE when the karst deformation development |
|
Gotman N.Z., Evdokimov A.G. |
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 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 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 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 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 11, No 4 (2020) |
THE PENETRATION OF GROUND IMPROVEMENT INTO THE REALMS OF DEEP FOUNDATIONS |
|
Varaksin S. |
Vol 7, No 4 (2016) |
Numerical study load distribution between piles in groups |
|
Malyshkin A.P., Esipov A.V. |
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 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 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 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) |
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) |
FEATURES OF SUBSOIL BEHAVIOR CONSIDERATION IN GEOTECHNICAL DESIGN OF HIGH RISE BUILDINGS LOCATED ON FLOODPLAIN TERRITORIES IN SEISMIC REGIONS |
|
Marinichev M.B. |
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