The subject of the study is processes related to the construction of strip-shell foundations. The scope of the study is the construction of the base under the shell, providing a curvilinear contour of the structure. Traditionally, the foundation structure is placed in undisturbed soil, which, due to its physical and mechanical characteristics, can limit the scope of application of such foundations. Using the Harrington desirability function, the authors evaluated six models of soil masses with different physical and mechanical as well as technological properties. As a result of the studies, the suggested options were rated “satisfactory” or lower. In this regard, it is required to improve both the quality of the base under the shell and the technology for the construction of such foundations by using cost-efficient prefabricated soil-cement blocks.

Keywords: Buildings, strength, construction industry, foundation, construction technology

Modern conditions require improving the methodological approach to making organizational and technological decisions within the framework of documentation developed during the design and construction of facilities. The development of organizational and technological solutions involves a multifactorial complex analysis based on the criterion of safety and rationality of ways to perform individual technological processes and their complexes.

Keywords: documentation, solutions, limitations, technological complex, system, organization, technology, parameters, conditions, factors