Issue |
Title |
Vol 14, No 2 (2023) |
Experimental investigation of surface roughness changes of an underground structure's material during its driving into the ground |
|
Boyarintsev A.V., Samohina A.D. |
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 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 12, No 3 (2021) |
CALCULATION OF A LARGE-SIZE BORED PILE ON A VERTICAL LOAD |
|
Gotman A.L., Gavrikov M.D. |
Vol 9, No 1 (2018) |
METHODS OF STRENGTHENING FOUNDATIONS AND basement CONSTRUCTIONS OF RECONSTRUCTED BUILDINGS |
|
Polishchyk A.I., Petukhov A.A. |
Vol 9, No 1 (2018) |
STUDYING THE INTERACTION OF PILES AND GRILLAGE MODELS |
|
Mets M., Leppik V., Needo R. |
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 4 (2023) |
Change in strength parameters of dusty-clayey soils depending on the time of dynamic load impact and soil type |
|
Zavodchikova M.B., Cheremkhina A.D. |
Vol 8, No 3 (2017) |
DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP |
|
Gotman N.Z., Alekhin V.S., Sergeev F.V. |
Vol 9, No 4 (2018) |
EXPERIMENTAL RESEARCH OF EFFORT INDENTATION OF PREFABRICATED REINFORCED CONCRETE PILES IN CLAY SOILS |
|
Polyschyk A.I., Nuikin S.S. |
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 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 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) |
THE USE OF COMPOSITE MATERIALS IN THE DEVICE TECHNOLOGY OF BORED PILES IN THE CASING |
|
Vshivkov A.S., Bochkareva T.M. |
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 11, No 1 (2020) |
METHOD FOR CALCULATING THE STABILITY OF THE WALLS OF A DRILLING WELL WHEN INSTALLING BORED PILES |
|
Popov D.V., Savinova E.V. |
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 3 (2021) |
PILES BEARING CAPACITY IN PERMAFROST SOILS UNDER CLIMATE CHANGE |
|
Nikiforova N.S., Konnov A.V. |
Vol 11, No 4 (2020) |
THE MORTARS FOR DRILL-INJECTION PILES CREATION |
|
Salnyi I.S., Pronozin Y.A., Bartolomei L.A., Kudomanov M.V., Naumkina Y.V. |
Vol 8, No 4 (2017) |
ASSESSMENT OF THE MUTUAL INFLUENCE OF ENERGY PILES |
|
Zakharov A.V., Bakieva I.D. |
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 11, No 4 (2020) |
DESIGN OF REINFORCEMENT OF FOUNDATIONS OF RECONSTRUCTED, RESTORED BUILDINGS USING PILES |
|
Polishchuk A.I., Semyonov I.V. |
Vol 8, No 4 (2017) |
CALCULATION AND DESIGN OF REINFORCING SLAB FOUNDATIONS WITH SOIL-CEMENT PILES |
|
Gotman N.Z., Safiullin M.N. |
Vol 11, No 3 (2020) |
ESTIMATION OF DYNAMIC EFFECTS FROM VIBRATION DIPPING OF SHEET PILES ON ENVIRONMENTAL BUILDINGS IN CONDITIONS OF WEAK WATER-SATURATED SOILS |
|
Mangushev R.A., Gurskiy A.V., Polunin V.M. |
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 11, No 3 (2020) |
REMOTE CONTROL SYSTEM FOR TECHNOLOGICAL PARAMETERS OF PRESSED PILES |
|
Gaido A.N., Pogoda A.G., Kolchedantsev L.M., Vershinin D.V. |
Vol 8, No 1 (2017) |
FEATURES OF CONSTRUCTING LOESS-BASED BUILDINGS AND STRUCTURES IN MOLDOVA |
|
Bogomolov A.N., Olianskii I.I., Shchekochikhina E.V., Kuz’menko I.I., Mozgunov M.D., Charykov D.A. |
Vol 7, No 4 (2016) |
Estimation of changes in the deformation characteristics of clay soils in the bottom of bored piles under repeated loading |
|
Liashenko P.A., Gokhaev D.V., Shmidt O.A. |
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 7, No 4 (2016) |
Numerical study load distribution between piles in groups |
|
Malyshkin A.P., Esipov A.V. |
Vol 9, No 3 (2018) |
STUDY OF THE LARGE-SCALE BORED PILES ON THE HORIZONTAL LOAD AND THEIR CALCULATION |
|
Gotman A.L., Gaisin A.Z. |
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. |
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