Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Design Of The Reservoir Foundation On Permafrost Highly Ice Soils
  • UDC 624.131.7:624.139.7
    doi: 10.33622/0869-7019.2024.11.50-56
    Andrey G. ALEKSEEV1, adr-alekseev@yandex.ru
    Dmitry S. BAKSHEEV2, bdinvest@mail.ru
    Pavel M. SAZONOV1, sazonov-pm@yandex.ru
    Erika S. GRECHISHCHEVA1, cryoerika@mail.ru
    Svetlana P. SOROKINA1, svetlana.sorokina.l@mail.ru
    Tatyana V. VSHIVTSEVA1, kras_varan@mail.ru
    Svetlana A. VINOGRADOVA1, lana_vinogradovaa@list.ru
    1 NIIOSP named after N. M. Gersevanov of Research Center of Construction, 2-ya Institutskaya ul., 6, Moscow 109428, Russian Federation
    2 Russian Academy of Engineering, Gazetnyy pereulok, 9, str. 4, Moscow 125009, Russian Federation
    Abstract. The results of the design of the reservoir foundation on permafrost soils are presented. Due to the manifestation of rheological properties by highly ice soils, special attention is paid to deformation calculations, including an assessment of the unevenness of the sediment of the center and edge of the slab foundation. The authors of the article selected the uniaxial compression method as the optimal method for studying highly ice soils, and also presented a method for processing the results of uniaxial tests, which makes it possible to obtain a long-term modulus of deformation. The results of uniaxial compression tests at negative temperatures are presented. Based on the research, deformations are calculated according to the formulas of the normative document and numerical modeling in the software package, a comparative assessment of the obtained values of precipitation and precipitation difference is given. A design solution using a soil thermal stabilization system is proposed.
    Keywords: permafrost soil, reservoir, foundation, highly ice soil, foundation sediment, rheology, long-term modulus of deformation, compressibility of frozen soil
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  • For citation: Alekseev A. G., Baksheev D. S., Sazonov P. M., Grechishcheva E. S., Sorokina S. P., Vshivtseva T. V., Vinogradova S. A. Design of the Reservoir Foundation on Permafrost Highly Ice Soils. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2024, no. 11, pp. 50-56. (In Russ.). doi: 10.33622/0869-7019.2024.11.50-56

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