| Issue |
Title |
| Vol 9, No 1 (2018) |
TO THE QUESTION ABOUT THE ASSESSMENT BEARING CAPACITY DRIVING REINFORCED CONCRETE PILES OF STANDARD CROSS SECTIONS ON HORIZONTAL LOAD |
|
|
Znamenskiy V.V., Znamenskaya E.P., Chunyuk D.Y., Khaliullina D.R. |
| 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 8, No 3 (2017) |
FULL-SCALE TESTING OF REINFORCED FOUNDATION PADS |
|
|
Tat`iannikov D.A., Ponomarev A.B. |
| Vol 12, No 3 (2021) |
VERTICALITY OF BOREHOLES |
|
|
Melnikov R.V., Pronozin Y.A. |
| Vol 8, No 3 (2017) |
STUDY OF INTERACTION BETWEEN BARRETTES AND SOIL BASE CONSIDERING THEIR SIZES AND SHAPES |
|
|
Sidorov V.V., Stepanishchev K.I. |
| 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 3 (2017) |
DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP |
|
|
Gotman N.Z., Alekhin V.S., Sergeev F.V. |
| Vol 12, No 3 (2021) |
THE LONG SHELL PILE BEARING CAPACITY CALCULATION |
|
|
Matveev S.A., Martynov E.A., Litvinov N.N., Kryzhanovsky G.A. |
| 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 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 12, No 3 (2021) |
PILES BEARING CAPACITY IN PERMAFROST SOILS UNDER CLIMATE CHANGE |
|
|
Nikiforova N.S., Konnov A.V. |
| Vol 8, No 1 (2017) |
STATE AND PROSPECTS OF GEOTECHNICAL ENGINEERING AND SOIL MECHANICS |
|
|
Kulachkin B.I., Mit’kin A.A., Magomedov S.S. |
| 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 12, No 2 (2021) |
California Bearing Ratio of class F pond ash of various genesis |
|
|
Lunev A.A., Iavinskii A.V. |
| 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 14, No 1 (2023) |
Bearing capacity of a driven hanging piles with longitudinal grooves on their side surface |
|
|
Polishhuk A.I., Demchenko V.A. |
| 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 7, No 2 (2016) |
REVIEW OF THE BASIC METHODS OF THE GROUND IMPROVEMENT |
|
|
Igosheva L.A., Grishina A.S. |
| Vol 14, No 1 (2023) |
Comparison of methods for determination the bearing capacity of piles in punched holes with broadening using the results of static load tests |
|
|
Glukhov V.S., Gavrilov P.K. |
| Vol 9, No 4 (2018) |
ASSESSMENT OF THE INFLUENCE OF THE STRENGTH CHARACTERISTICS OF CLAY SOILS ON THE BEARING CAPACITY OF SINGLE CONICAL СFA PILES |
|
|
Cherniavsky D.A. |
| Vol 11, No 1 (2020) |
EXPERIMENTAL TESTS OF THE BASIS OF “FUNDEX” PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS |
|
|
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P. |
| Vol 13, No 3 (2022) |
CALCULATION OF PYRAMID PILES FOR HORIZONTAL LOAD AND BENDING MOMENT ACCORDING TO THE ACTION OF VERTICAL LOAD |
|
|
Gotman A.L., Krutyaev S.A. |
| Vol 9, No 2 (2018) |
PILE TESTING METHODS PRIOR TO RECONSTRUCTION OF BUILDINGS |
|
|
Saenko Y.V. |
| 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 13, No 1 (2022) |
Settlement and long-term bearing capacity of the pile taking into account the rheological properties of soils |
|
|
Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Ermoshina L.Y. |
| Vol 10, No 4 (2019) |
EXPERIMENTAL TESTS OF A BEARING CAPACITY OF «FUNDEX» PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS THE DEAD PRESSING AND PULLING-OUT LOADS |
|
|
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P. |
| 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 9, No 1 (2018) |
ABOUT PECULIARITIES OF CALCULATING THE BEARING CAPACITY OF SOCKETED SHAFTS IN ROCK UNDER VERTICAL LOAD |
|
|
Zertsalov M.G., Znamenskiy V.V., Khokhlov I.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. |
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