Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Engineering-Geological Studies of the Territory, Soils of Foundation and Foundations of the Architectural Monument of the "Melnikov's House" in Moscow
  • UDC 624.15:624.131 DOI: 10.33622/0869-7019.2019.05.41-51
    Boris A. GRANIT, e-mail: granit-boris@yandex.ru
    Engineering Geotechnical Center, ul. Friedrich Engels, 75, str. 21, of. 609, Moscow 105082, Russian Federation
    Aleksandr V. DENISOV, e-mail: DenisovAV@mgsu.ru
    Moscow State University of Civil Engineering (National Research University), Yaroslavskoye shosse, 26, Moscow 129337, Russian Federation
    Abstract. On the basis of engineering and design surveys of the building, engineering-geological and geophysical studies of the soils of the territory conducted by the article authors, as well as with due regard for the results of studies conducted on this territory by other authors, the features of the foundations, soils of their foundation and engineering-geological conditions of the territory of the Melnikov House are established. It is shown that the Melnikov house is located under complex engineering-geological conditions on the territory of high geological risk, in the zone of influence of tectonic disturbance. To the North of the area there is a zone of intersection of the observed disturbance with a larger disturbance that can have an impact on geological processes. To the North-East of the site of the Melnikov House, a sharp immersion of the roof of carbon deposits was revealed. It promotes groundwater seepage into limestone of the carbonate strata from overlying water-bearing sands and activation of processes of suffusion removal and sinkhole phenomena of the soil. The surveyed area is assessed as potentially karst-hazardous and adjacent to it from the North-East territory as karst-dangerous. In this regard any construction on the adjacent territory can provoke activation of sinkhole phenomena on the surface. The foundations of the building are basically in working condition. Existing defects can be eliminated during repair. The foundation soils mainly have sufficient bearing capacity. Areas of the base with bulk soil can be reinforced. However, when developing a project for the reconstruction of the building and its territory, it should be taken into account that the design of the Melnikov House does not provide for its operation on the loads at the formation of sinkholes.
    Key words: foundations, foundation soils, engineering-geological conditions, geophysical studies, sinkhole phenomena of soils, structural and tectonic conditions, assessment of karst-suffusion danger of territory.
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  • For citation: Granit B. A., Denisov A. V. Engineering-Geological Studies of the Territory, Soils of Foundation and Foundations of the Architectural Monument of the "Melnikov's House" in Moscow. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2019, no. 5, pp. 41-51. (In Russian). DOI: 10.33622/0869-7019.2019.05.41-51.

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