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Authors
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
Joint operation of the cellular structure as a system “frame - filling ground - base”
Zimnyukov V.A., Zborovskaya M.I.
Results of Laboratory Studies of Strengthening Subgrade Soil with Modifier
Hudaykulov R.M., Aralov D.E.
Evaluation of Soil Structure Interaction Effects on Seismic Response of RC Framed Buildings Using Simplified Method
Timilsina P., Ghimire C.R., Chaulagain H.
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.
TECHNICAL WELL DRILLING FOR SECURING OF WET SOILS BY THE METHOD OF JET CEMENTATION
Shelkovnikov I.G., Shtepa I.V.
PHYSIC-MECHANICAL CHARACTERIZATION OF THE CLAYEY SOILS OF ISSABA DEPRESSION IN THE SOUTH-EAST OF BENIN
AGBELELE K.J., Gerard G.A., Abalo P.K., Gerard D.
Choice of mathematic models of soils in static and seismic analyses of embankment dams
Lyapichev Y.P.
ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE
Tran X.L.
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT
Shestopalov P.V.
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.
MORE ACCURATE DEFINITION OF REAL PHYSICAL-AND-MECHANICAL CHARACTERISTICS OF GROUND FORMING THE BASIS OF THE WATER CONTAINER OF ZAGORSK HYDRO ELECTRIC STATION-2 ON THE BASE OF ANALYTICAL INVESTIGATIONS AND DATA OF NATURAL CONTROL
Shestopalov P.V.
EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
Safronov V.S., Zazvonov V.V.
ESTIMATEDCHARACTERISTICS OF SUB GRADE SOILS
Kayumov A.D., Hudaykulov R.M.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
1 - 16 of 16 Items

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