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Influence of constructive solutions on the stiffness characteristics of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
Research of stress-deformed state of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
Evaluation of the pile interaction at vertical vibrations of foundation
Kolesnikov A.O., Popov V.N., Kostiuk T.N.
The effectiveness of the implementation of pile foundations on the example of the reactor building of a nuclear power plant with VVER-1000
Sargsyan A.E., Gukova E.G.
Calculation of foundation vertical stiffness with the piles mutual influence effect
Kolesnikov A.O., Kostiuk T.N., Popov V.N.
Mathematical models of multi-barreled construction artillery systems
Figovsky O.L., Pensky O.G.
THE EXPERIENCE OF STRENGTHENING OF PEDESTRIAN SUBWAYS IN THE SATURATED SOILS OF THE KAZAN CITY
MUSTAKIMOV V.R., SHAFIGULLIN R.I., YAKUPOV S.N., MUSTAKIMOV A.V., DAMINOV R.I.
EXPERIMENTAL RESEARCHES OF THE PILE-CAP DEEPENINGAT VIBRATION OF A PILE FOUNDATION
Kolesnikov A.O., Popov V.N.
ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT VIBRATIONS OF A THIN PLATE
Kolesnikov A.O., Popov V.N.
1 - 10 of 10 Items

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