Issue Title
Vol 11, No 1 (2020) EXPERIMENTAL TESTS OF THE BASIS OF “FUNDEX” PILES AFTER THE LONG “RELAXATION” IN CLAY SOILS
Abstract PDF
(Rus)
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
Abstract PDF
(Rus)
Savinov A.V., Frolov V.E., Brovikov Y.N., Kozhinskiy M.P.
Vol 9, No 1 (2018) TO THE QUESTION ABOUT THE ASSESSMENT BEARING CAPACITY DRIVING REINFORCED CONCRETE PILES OF STANDARD CROSS SECTIONS ON HORIZONTAL LOAD
Abstract
Znamenskiy V.V., Znamenskaya E.P., Chunyuk D.Y., Khaliullina D.R.
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
Abstract PDF
(Rus)
Kostina O.V., Bochkareva T.M.
Vol 9, No 2 (2018) PILE TESTING METHODS PRIOR TO RECONSTRUCTION OF BUILDINGS
Abstract
Saenko Y.V.
Vol 10, No 1 (2019) THE INFLUENCE OF SINGLE-LAYER AND DOUBLE-LAYER BASES VERTICAL SOIL PRESSING ON THE BEARING CAPACITY OF PILES
Abstract PDF
(Rus)
Stepanov M.A., Dzhabrailova K.R., Rybak G.I., Stepanov M.A.
Vol 8, No 3 (2017) DETERMINATION OF BEARING CAPACITY OF PILES IN THE GROUP
Abstract
Gotman N.Z., Alekhin V.S., Sergeev F.V.
Vol 7, No 4 (2016) The development of structures for strengthening of sliding slopes from highway “Amur” with using of modern geosynthetic materials
Abstract
Kudriavtsev S.A., Val′tseva T.I., Goncharova E.D.
1 - 8 of 8 Items

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