Issue: 2(27), 2013. Series: Multi-Topic

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

UDK: 624.131

Bogomolov A. N., Bogomolova O. A., Vayngolts A. I., Podtelkov V. V.

In the article examples of formation and development of the plastic deformation in a homogenous basis of the buried flexible strip foundation under loading within the model of mixed problem of the elasticity theory and soil plasticity theory are given. The comparison of the obtained results with those obtained by the trivial test — under the condition of Coulomb plasticity, and with the results of the experimental and theoretical studies carried out independently by other authors is provided.

---

Other articles in section

UDK: 624.131.543
Gotman A. L.
DESIGNING OF LANDSLIDE PROTECTION PILEWORKS
Go

UDK: 624.131
Ponomarev A. B., Shutova O. A.
RESEARCH OF TRANSPORT VIBRATION IMPACT ON BUILDING BASES UNDER RESTRAINED URBAN CONDITIONS
Go

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
Go

UDK: 624.131
Dyba P. V., Dyba V. P., Bartolomey L. A.
ESTIMATION OF BEARING CAPACITY OF SLOPESSTRENGTHENED BY GEOTEXTILES, AND EXPERIMENTAL EXAMINATION
Go

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
Go

UDK: 624.074.433
Belikov G. I., Aleksikov S. V.
GRID CIRCULAR CYLINDRICAL SHELL STABILITY UNDER AXIAL COMPRESSION
Go

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
Go

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
Go

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
Go

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
Go

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
Go

UDK: 627.8+621.224.8
Kasharina T. P., Kasharin D. V.
THE RESULTS OF RESEARCH OF SOIL FILLED CONSTRUCTIONS
Go

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
Go

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
Go

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
Go

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
Go

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
Go