| Issue |
Title |
| 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 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 15, No 3 (2024) |
Methodology determination of settlement of a single pile in a thermostabilized basement composed of thawed permafrost soils thawed permafrost soils |
|
|
Zhaisambayev E.A., Maltseva T.V., Kraev A.N., Sinitsky A.I. |
| 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) |
VERTICALITY OF BOREHOLES |
|
|
Melnikov R.V., Pronozin Y.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 9, No 2 (2018) |
PILE TESTING METHODS PRIOR TO RECONSTRUCTION OF BUILDINGS |
|
|
Saenko Y.V. |
| 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 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 15, No 1 (2024) |
Analysis of the water saturation influence on the strength characteristics of eluvial soils |
|
|
Akbuliakova E.N., Ponomaryov A.B. |
| Vol 8, No 3 (2017) |
DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP |
|
|
Gotman N.Z., Alekhin V.S., Sergeev F.V. |
| 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 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 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 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 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 3 (2021) |
INVESTIGATION OF THE INTERACTION OF GRILLAGE AND PILES WITH WIDENING IN THE STRIP FOUNDATION |
|
|
Malyshkin A.P., Esipov A.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 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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