Issue: 2(27), 2013. Series: Multi-Topic
UDK: 624.131
Dyba P. V., Dyba V. P., Bartolomey L. A.
The authors of the article develop the calculation methods of slopes strengthened by geotextile. The received theoretical estimates of bearing capacity are compared with the experimental maximum loads obtained in tray model experiments.
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UDK: 624.131.543
Gotman A. L.
DESIGNING OF LANDSLIDE PROTECTION PILEWORKS
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UDK: 624.131
Ponomarev A. B., Shutova O. A.
RESEARCH OF TRANSPORT VIBRATION IMPACT ON BUILDING BASES UNDER RESTRAINED URBAN CONDITIONS
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UDK: 624.153
Savinov A. V., Bartolomey L. A.
THE ANALYSIS OF CHANGES IN SOIL FOUNDATION PARAMETERS OF THE PILE FOUNDATION UNDER LONG-TERM OPERATION AND EMERGENCY TECHNOGENIC IMPACT
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UDK: 624.074
Belikov G. I., Evtushenko S. I.
THE EQUATIONS OF THE THEORY OF GRID SHALLOW SHELLS ON THE BASIS OF CONTINUAL CALCULATION MODEL
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UDK: 624.074.433
Belikov G. I., Aleksikov S. V.
GRID CIRCULAR CYLINDRICAL SHELL STABILITY UNDER AXIAL COMPRESSION
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UDK: 624.131
Bogomolov A. N., Bogomolova O. A., Vayngolts A. I., Podtelkov V. V.
DEVELOPMENT OF PLASTIC DEFORMATION IN A HOMOGENOUS BASIS OF THE FLEXIBLE STRIP FOUNDATION WITHIN THE MODEL OF THE MIXED PROBLEM OF THE ELASTICITY THEORY AND THE SOIL PLASTICITY THEORY
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UDK: 624.131
Bogomolov A. N., Ivanov A. S., Shiyan S. I., Ermakov O. V.
THE RESULTS OF COMPARISON OF EXPERIMENTAL AND CALCULATED VALUES OF SOIL LATERAL PRESSURE ON BUILDING ENVELOPES OF DITCHES
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UDK: 624.042.7:721.011.27
Drozdov V. V., Pshenichkina V. A., Evtushenko S. I.
ACCOUNTING OF THE NON-STATIONARY NATURE OF THE SEISMIC LOAD WHEN CALCULATING SEISMIC STABILITY OF CONSTRUCTIONS
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UDK: 624.042.7:721.011.27
Drozdov V. V., Pshenichkina V. A., Evtushenko S. I.
ENGINEERING TECHNIQUE OF BUILDING SEISMIC RELIABILITY ESTIMATION AT MAXIMUM PERMISSIBLE RISK
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UDK: 624.131.524
Dyba V. P., Skibin G. M., Bartolomey L. A.
METHOD OF DETERMINATION OF THE LOWER ESTIMATE OF BEARING CAPACITY OF THE ROUGH TAPE FOUNDATION
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UDK: 624.1 (075.8)
Dyba V. P., Skibin G. M., Matvienko M. P.
CALCULATION OF FLEXIBLE REINFORCED CONCRETE FOUNDATIONS BY THE FIRST LIMIT STATE
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UDK: 627.8+621.224.8
Kasharina T. P., Kasharin D. V.
THE RESULTS OF RESEARCH OF SOIL FILLED CONSTRUCTIONS
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UDK: 539.4.015/019
Kuksa L. V., Klimenko V. I.
COMPRESSED STEEL BARS LOSS OF STABILITY RESISTANCE DEPENDING ON CHANGES OF PHYSICAL AND MECHANICAL PROPERTIES
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UDK: 691.32:620.191.33
Perfilov V. A., Lepilov V. I., Kanavets U. V., Zubova M. O., Lukina I. G.
PROTECTIVE ELEMENTS WITH INCREASED HEAT-SHIELDING PROPERTIES IN THE CONSTRUCTIONS OF AN ACCOMODATION BLOCK
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UDK: 624.131
Ivanov A. A., Bogomolov A. N., Bogomolova O. A., Nestratov M. Y., Donskov R. E.
PILOT STUDY OF FORMATION PROCESS OF LIMIT STATE AREAS IN THE BASIS OF THE BOX-SHAPED FOUNDATION ON THE MODELS MADE OF THE EQUIVALENT MATERIAL
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UDK: 624.131
Gabibov F. G., Bartolomey L. A.
USE OF THE ENERGY OF AN EARTHQUAKES UNDER DEEP COMPACTION OF LOESSIAL SUBSIDING LOAM BY HYDROEXPLOSIONS
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UDK: 624.131
Bogomolov A. N., Bogomolova O. A., Shubin M. A., Pavlov D. V., Podlinev M. O., Solov′ev A. V.
DETERMINATION OF THE LIMIT DEPTH OF HORIZONTAL WORKING DEPOSITS OF VARIOUS CROSS SECTIONS
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