Scientific Journal of KubSAU

Polythematic online scientific journal
of Kuban State Agrarian University
ISSN 1990-4665
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Name

Marinichev Maksim Borisovich

Scholastic degree


Academic rank

associated professor

Honorary rank

Organization, job position

Kuban State Agrarian University
   

Web site url

Email

m.marinichev@mail.ru


Articles count: 4

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2375 kb

APPLICATION OF UNUSUAL DESIGN IN HIGH-RISE CONSTRUCTION BY USING MODERN BORING TECHNOLOGIES

abstract 0540910007 issue 54 pp. 123 – 130 21.12.2009 ru 2257
The paper describes methods to increase the economic and technical aspects of high-rise projects located on sites with week subsoil conditions and low-sized site plan. Proposed and applied construction elements let us achieve high efficiency for realized project situated on a site with limited square. Advantages of CFA technology have been shown
3466 kb

JUSTIFICATION OF RATIONAL FOUNDATION DESIGN FOR A BUILDING WITH A HIGH CENTER OF GRAVITY FOR CONSTRUCTION IN SEISMIC AREAS

abstract 1051501020 issue 105 pp. 366 – 379 30.01.2015 ru 577
The subjects of the study are the foundations of buildings with a high center of gravity, in particular, the foundations of high-rise buildings with developed upper floors due to the large consoles. From a set of loads, transferred to the high-rise building with a high center of gravity, we can highlight the most significant impacts, affecting the distribution of forces in the elements of the foundation. We reveal the factors playing a special role in the choice of design solutions for the foundations. The practical significance of this research is due to the demand for ground areas in the cities which are being developed, although they were previously considered unsuitable for construction. Today, one of the primary tasks for engineers and architects is increasing technical and economic performance of construction projects and meeting customers' requirements in the individual architecture. As a variant of increasing technical and economic performance of buildings in dense city building conditions is to use the arm structures in their design solutions that both low-rise and high-rise building can achieve the architectural attractiveness of the building and significantly increase the usable floor area. In the research, two types of the foundations were projected for the object which is an eight-apartment building in the ground conditions of Sochi. The analysis was carried out with such software as PC ING +. After receiving the results of numerical analyses we performed a comparative analysis of pile-slab and slab foundation with the seismicity of the construction site. Therefore, we have identified the most rational of two types of foundations
1853 kb

PRACTICAL IMPLEMENTATION OF VERTICAL REINFORCEMENT FOR NON-HOMOGENEOUS BASES AS A METHOD TO REDUCE NON-UNIFORM DEFORMABILITY OF SUBSOIL AND COMPENSATE SEISMIC LOADS TO UPPER STRUCTURE

abstract 0941310051 issue 94 pp. 758 – 772 27.12.2013 ru 1049
The subjects of study are vertically reinforced bases of high-rise buildings and its behavior in compound sub-soil conditions. The article reviews the carried out analyses of reinforced subsoil for high-rise building in Sochi with particular simulation of combined action for reinforcing elements and nearby surface. Analyses were carried out with such software as PLAXIS 2D, ING+ and MIDAS GTS. As a result of numerical analyses the comparison of raft-pile foundation and slab foundation on reinforced subsoil has been per-formed for seismic regions
3950 kb

THE EXPERIENCE OF NON-STANDARD DESIGN AND CONSTRUCTION METHODS FOR THE FOUNDATIONS OF HIGH-RISE BUILDINGS IN SEISMIC REGIONS

abstract 1251701043 issue 125 pp. 623 – 657 31.01.2017 ru 280
Due to the mass construction activity during the recent years, many multistoried buildings with different height, shape and function have been built. Very often, such buildings are located on territories with very complicated subsoil conditions, which cause considerable total and differential subsoil displacements. Reachable variety of settlement calculation methods performs wide difference between achieved results. Thus the data of the geotechnical monitoring is very important for practical and scientific issues
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