Geotechnical monitoring during construction in difficult soil conditions

One of the common and at the same time most difficult problems that developers may face is unstable soil layer at the base of a future building. This paper describes problems of construction on weak, subsidence and heaving soils in engineering and geological conditions of Kursk city. Real problem of...

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Autores principales:	Bredikhin Vladimir, Khaustov Vladimir, Melkumov Dmitriy
Formato:	article
Lenguaje:	EN
Publicado:	Institut za istrazivanja i projektovanja u privredi 2021
Materias:	real estate soils flooding deformations landslide subsidence suffusion safety of building fund Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/a8ddba0789544bd1bcb10ed3e41e4bfd
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spelling	oai:doaj.org-article:a8ddba0789544bd1bcb10ed3e41e4bfd2021-12-05T21:23:07ZGeotechnical monitoring during construction in difficult soil conditions1451-41171821-319710.5937/jaes0-31438https://doaj.org/article/a8ddba0789544bd1bcb10ed3e41e4bfd2021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2021/1451-41172102537B.pdfhttps://doaj.org/toc/1451-4117https://doaj.org/toc/1821-3197One of the common and at the same time most difficult problems that developers may face is unstable soil layer at the base of a future building. This paper describes problems of construction on weak, subsidence and heaving soils in engineering and geological conditions of Kursk city. Real problem of construction property safety is shown with the example of one of the demanding geomorphological and lithological conditions of urban areas. The paper offers a description of geologic and hydrogeological features of the slope rock mass in the right bank of the Tuskar river. Groundwater level lies at 8.7 m. depth. It is possible to predict an increase in the level of groundwater in building maintenance because this area is potentially flooded. Various engineering and geological processes and such phenomena as ground subsidence, Karst, suffosia, landslides, flooding, etc., can also be found in the studied territory. Initially an insufficient engineering-geomorphological, hydrogeological, ecological and engineering-geological study of hazardous areas in the city of Kursk have led to its problematic development, which illustrates the situation with residential real estate in the studied territory. To predict dangerous engineering-geological processes and ensure the reliability of the construction fund, specific proposals have been developed for the organization of a geotechnical monitoring system based on the optimal integration of geomorphological, geodesic, engineering-geological, hydrogeological and environmental construction methods in complex engineering-geological conditions.Bredikhin VladimirKhaustov VladimirMelkumov DmitriyInstitut za istrazivanja i projektovanja u privrediarticlereal estatesoilsfloodingdeformationslandslidesubsidencesuffusionsafety of building fundTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENIstrazivanja i projektovanja za privredu, Vol 19, Iss 2, Pp 537-541 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	real estate soils flooding deformations landslide subsidence suffusion safety of building fund Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	real estate soils flooding deformations landslide subsidence suffusion safety of building fund Technology T Engineering (General). Civil engineering (General) TA1-2040 Bredikhin Vladimir Khaustov Vladimir Melkumov Dmitriy Geotechnical monitoring during construction in difficult soil conditions
description	One of the common and at the same time most difficult problems that developers may face is unstable soil layer at the base of a future building. This paper describes problems of construction on weak, subsidence and heaving soils in engineering and geological conditions of Kursk city. Real problem of construction property safety is shown with the example of one of the demanding geomorphological and lithological conditions of urban areas. The paper offers a description of geologic and hydrogeological features of the slope rock mass in the right bank of the Tuskar river. Groundwater level lies at 8.7 m. depth. It is possible to predict an increase in the level of groundwater in building maintenance because this area is potentially flooded. Various engineering and geological processes and such phenomena as ground subsidence, Karst, suffosia, landslides, flooding, etc., can also be found in the studied territory. Initially an insufficient engineering-geomorphological, hydrogeological, ecological and engineering-geological study of hazardous areas in the city of Kursk have led to its problematic development, which illustrates the situation with residential real estate in the studied territory. To predict dangerous engineering-geological processes and ensure the reliability of the construction fund, specific proposals have been developed for the organization of a geotechnical monitoring system based on the optimal integration of geomorphological, geodesic, engineering-geological, hydrogeological and environmental construction methods in complex engineering-geological conditions.
format	article
author	Bredikhin Vladimir Khaustov Vladimir Melkumov Dmitriy
author_facet	Bredikhin Vladimir Khaustov Vladimir Melkumov Dmitriy
author_sort	Bredikhin Vladimir
title	Geotechnical monitoring during construction in difficult soil conditions
title_short	Geotechnical monitoring during construction in difficult soil conditions
title_full	Geotechnical monitoring during construction in difficult soil conditions
title_fullStr	Geotechnical monitoring during construction in difficult soil conditions
title_full_unstemmed	Geotechnical monitoring during construction in difficult soil conditions
title_sort	geotechnical monitoring during construction in difficult soil conditions
publisher	Institut za istrazivanja i projektovanja u privredi
publishDate	2021
url	https://doaj.org/article/a8ddba0789544bd1bcb10ed3e41e4bfd
work_keys_str_mv	AT bredikhinvladimir geotechnicalmonitoringduringconstructionindifficultsoilconditions AT khaustovvladimir geotechnicalmonitoringduringconstructionindifficultsoilconditions AT melkumovdmitriy geotechnicalmonitoringduringconstructionindifficultsoilconditions
_version_	1718371021392707584

Geotechnical monitoring during construction in difficult soil conditions

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