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 13, No 3 (2022) |
METHOD FOR DETERMINING THE STRENGTH PROPERTIES OF THE FIXED SOIL OF THE MINE BASE |
|
Bogomolova O.A., Bogomolov A.N., Bogomolov S.A. |
Vol 7, No 4 (2016) |
Geotechnical barrier and its impact on foundation settlement of adjacent buildings |
|
Polishchuk A.I., Mezhakov A.S. |
Vol 8, No 2 (2017) |
EXPERIMENTAL STUDY WORK OF SAND BASE TWO STAMPS IN THEIR STUDIES |
|
Evtushenko S.I., Pikhur V.N. |
Vol 10, No 1 (2019) |
THE INFLUENCE OF SINGLE-LAYER AND DOUBLE-LAYER BASES VERTICAL SOIL PRESSING ON THE BEARING CAPACITY OF PILES |
|
Stepanov M.A., Dzhabrailova K.R., Rybak G.I., Stepanov M.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 2 (2017) |
CALCULATION OF INTERACTION REINFORCED CONCRETE FOUNDATION A GROUND BASE AT LIMIT LOAD |
|
Dyba V.P., Matvienko M.P. |
Vol 8, No 1 (2017) |
DEPENDENCE OF MAXIMUM PERMISSIBLE LOAD ON PHYSICAL-MECHANICAL PROPERTIES OF STAMP HOMOGENEOUS BASE IN MIXED PROBLEM |
|
Bogomolov A.N., Bogomolova O.A., Podtelkov V.V., Bogdan A.V., Liburatskov E.M. |
Vol 12, No 1 (2021) |
CALCULATION OF THE BEARING CAPACITY OF A TWO-SLOT STRIP FOUNDATION |
|
Bogomolova O.A. |
Vol 11, No 3 (2020) |
CALCULATION OF VERTICAL DEFORMATIONS OF THE FOUNDATIONS ON THE SOFT SOIL IMPROVED BY GEOTEXTILE ENCASED STONE COLUMNS |
|
Shenkman R.I., Ponomaryov A.B. |
Vol 7, No 3 (2016) |
Slag-alkaline binders in road base |
|
Chazov A.V., Sokolov S.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) |
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 8, No 3 (2017) |
MULTILAYERED SYSTEM OF SAND BEDS WITH CLOSED REINFORCEMENT FOR LOW-RISE FOUNDATIONS |
|
Bai V.F., Luzin A.I. |
Vol 7, No 2 (2016) |
WINTER SEASON CONSTRUCTION MODE OF COMBINED FOUNDATION |
|
Kim B.G., Stepanov M.A., Volosiuk D.V. |
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 10, No 4 (2019) |
DETERMINATION OF DEFORMATION CHARACTERISTICS OF REINFORCED SOIL BASE BY EXPRESS METHOD USING DYNAMIC DENSITOMETER |
|
Komarov D.A., Kleveko V.I. |
Vol 8, No 3 (2017) |
INTEGRATED TECHNOLOGY OF GEOTECHNICAL SURVEY |
|
Boldyrev G.G., Barvashov V.A., Idrisov I.K., Khrianina O.V. |
Vol 10, No 3 (2019) |
THEORY AND CALCULATION OF ROAD BRIDGES BURIED ABUTMENTS BASES |
|
Shapiro D.M. |
Vol 8, No 3 (2017) |
DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP |
|
Gotman N.Z., Alekhin V.S., Sergeev F.V. |
Vol 10, No 2 (2019) |
THE WORD ABOUT THE FOUNDATION (OR THE FOUNDATION AS AN ANALOGUE OF THE SUPPORTS OF THE CREATIONS OF NATURE) |
|
Lushnikov V.V. |
Vol 8, No 2 (2017) |
STRENGTHENING THE BAND STRENGTH WITH THE METHOD OF CONSTRUCTION OF THE FUNDAMENTAL PLATE WITH THE UNLIFFED FORMWORK |
|
Skibin G.M., Subbotin V.A. |
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 14, No 1 (2023) |
The use of foam glass to protect the degrading permafrost soils |
|
Nikiforova N.S., Konnov A.V. |
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