Abstract
The deckle method of the buildings and embedded structures erection in confined spaces of urban development is dwelt upon. The structural and technological characteristics and combined methods of the works performance when erecting the under- and aboveground parts of buildings according to the closed and semi-closed technologies are described. The fundamental principles on the technological processes optimization are developed: piles installation, ditch sheeting using the method "diaphragm wall", soil excavation under floorings and their erection in terms of maximum saturation with the mechanical aids and continuous organization of works performance. The primary advantages and a complex of the organizational-technological solutions for this technology implementation are described.
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