The purpose of the study is to perform a geomechanical forecast and assess the impact of the construction of semi-buried structures on the surrounding buildings and adjacent roads. The article presents the result of the forecast of subsidence of the earth’s surface during the construction of the Foundation pit during the construction of a new facility (public service Center) and the adjacent road infrastructure, built in a dense urban development. The modeling was carried out in a three-dimensional for-emulation taking into account the nonlinear work of the soil and the phased construction of the foundation ditch. Selected parameters of bearing and enclosing structures of the foundation pit. The assessment of the impact of construction on the surrounding buildings.

The purpose of this paper is to improve the methodological provisions for managing the development of the investment potential of a construction company. As a result of the study, the characteristics of the main components of the investment potential of a construction company were determined, factors influencing its condition were identified and systematized. The key indicators and elements used in the study, including objectives, resources, abilities, opportunities and results, allow characterizing private potentials and provide maximum accuracy and reliability of the assessment. On this basis, a system for assessing the state, forecasting and managing the development of the investment potential of a construction company has been developed.

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