On the Possibility of Applying the Technology of Jet Grouting of Soil in the Zone of Permafrost Soils

The territory of permafrost soils distribution occupies a large part of the territory of Russia, therefore, expanding the possibilities of using these regions for the development of industrial construction is an important strategic task for the state. Today, in accordance with the Strategy for Spatial Development of the Russian Federation for the period up to 2025, the Arctic zone of the Russian Federation is a priority region in terms of economic growth and strategic influence. In the design, construction and further operation of buildings and structures on permafrost soils, the most urgent task is to ensure the reliability of the soil foundation. In this regard, the choice of structural, technological and organizational solutions for industrial construction, first of all, the forecast of deformability, measures to ensure the stability of the soil base and the development of rational organizational schemes for their implementation, should be economically feasible, optimal or close to optimal for a particular engineering structure and the region of its location. The possibility of using the technology of jet cementation of soil in the main mode and in the mode of high-pressure injection for the construction of artificial bases in thawed permafrost soils is considered.

S.S. ZUEV¹, Deputy General Director,
E.M. KAMENSKIKH¹, Leading Specialist;
O.A. MAKOVETSKY², Doctor of Sciences (Engineering)

¹ JSC “New Ground” (35, Kronshtadskaya Street, Perm, 614081, Russian Federation)
² Perm National Research Polytechnic University (29, Komsomolsky Prospect, Perm, 614000, Russian Federation)

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