ENGINEERING-GEOLOGICAL RECONNAISSANCE OF SURFACE FOR AN ELEVATOR CONSTRUCTION

DOI:10.25140/2411-5363-2017-2(8)-219-235

Author:

Buhay Viktor, LLC ChernihivBudRozviduvannia, Chernihiv, Ukraine

Ivanyshyn Volodymyr, Chernihiv National University of Technology (95 Shevchenka Str., 14027 Chernihiv, Ukraine)

Dudko Valentyn, LLC ChernihivBudRozviduvannia, Chernihiv, Ukraine

Language: ukrainian

Annotation:

Urgency of the research. The subject is very urgent because the engineering-geological reconnaissance for construction of any building or structure is obligatory. The construction does not start without it. It contains recommendations for the constructors.

Target setting. Quaternary deposits cover almost all of the Chemihiv’s region territory. The majority of buildings and structures are constructed on them. However, they are understudied, which is a construction problem.

Actual scientific researches and issues analysis. Engineering-geological reconnaissance was not performed on the surface under consideration, therefore the issues are missing.

Uninvestigated parts of general matters defining. The uninvestigated part is the absence of engineering-geological reconnaissance of surface for an elevator construction.

The research objective. The target figure of the works was the research of the surface for construction of three siloes for com storage.

The statement of basic materials. The examined surface is a part of a Yahotyn poorly broken flat land, which belongs to a IV terrace above flood-plain of river Dnipro. According to the static penetration test and geological examination results, the geological structure of the surface is explored up to 27 meters depth. The discovered geological record is composed of present-day technogenic formations, Upper Quaternary deposits, Middle Quaternary deposits and Middle-Low Quaternary deposits. The sustained ground water surface is located at a depth of 6.35-6.50 meters. According to chemical composition, the ground waters are non-aggressive to constructions of all grades of concrete, asbestos-cement constructions and cement grouting. According to the nomenclature, composition, conditions and physical and mechanical properties 19 layers and the same amount of EGE (Engineering-geologic elements) are shredded out.

Conclusion. The research area is located on a IV terrace above flood-plain of river Dnipro. The thickness of the discovered soils is unequal. The ground waters are fed by infiltrated atmospheric precipitations. The groundwater level fluctuation in a longstanding mode is equal to 3,5m. According to the combination of factors, the research territory belongs to the III(complex) category of geological engineering conditions.

Key words:

soils, survey, EGE (Engineering-geologic elements), exploration, well, water, elevator

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