A. G. Alekseev
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Moscow State University of Civil Engineering (National Research University)
Russian Federation

Andrey G. Alekseev*, Cand. Sci. (Engineering), Head of the Center for Geocryological and Geotechnical Research, Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction; Associate Professor, Department of Soil Mechanics and Geotechnical Engineering, Moscow State University of Civil Engineering (National Research University), Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation; Yaroslavskoye Shosse, 26, Moscow, 129337, Russian Federation

e-mail: adr-alekseev@yandex.ru

P. M. Sazonov
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Pavel M. Sazonov, Head of the Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods (No. 8), Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction, Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation

e-mail: sazonov-pm@yandex.ru

V. G. Ryabukhina
Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction
Russian Federation

Veronika G. Ryabukhina, Engineer, Design and Geocryological Research Sector, Laboratory of Frozen Soil Mechanics and Foundation Calculation Methods (No. 8), Research Institute of Bases and Underground Structures named after N.M. Gersevanov, JSC Research Center of Construction, Moscow

Ryazanskiy ave., 59, Moscow, 109428, Russian Federation

e-mail: nickadegrik@mail.ru