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


  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • The Efficiency Of The Installation Of Spiral Screw Piles "Svayber" In Heaving Soils
  • UDC 624.154.7
    doi: 10.33622/0869-7019.2023.07.85-90
    Andrey V. SVIDERSKIKH1, sviderskikhav@gmail.com
    Andrey G. ALEKSEEV1,2, adr-alekseev@yandex.ru
    Dmitry V. KOROVIN3, info@svayber.ru
    1 Research Institute of Bases and Underground Structures (NIIOSP) named after N. M. Gersevanov, Research Center of Construction, 2-ya Institutskaya ul., 6, str. 12, Moscow 109428, Russian Federation
    2 Moscow State University of Civil Engineering (National Research University), Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    3 Svayber, ul. Saltykovskaja, 8, str. 18, office 312 (Kosino Business Center), Moscow 111673, Russian Federation
    Abstract. Modern construction requires prompt and effective solutions for the construction of foundations in complex engineering and geological conditions, including heaving soils. At the same time, it is necessary to ensure the reliability and durability of the foundation. A promising solution to this problem is the use of spiral screw piles. The considered version of the foundation has a number of advantages, such as resistance to pulling, ease of arranging the pile field of the future structure, and durability when using an anti-corrosion coating. However, there is a problem of insufficient knowledge of spiral screw Svayber's piles and their effectiveness in heaving soils, which determines the relevance of the study. The article presents the results of field studies of the interaction of such piles with heaving soil during its freezing. The analysis of the main results of field observations of deformations caused by the action of tangential forces of soil heaving on piles is carried out. Comparison of the movement of spiral screw piles and smooth driven piles showed the effectiveness of using a spiral screw pile under the action of soil heaving forces on it.
    Keywords: spiral screw pile, heaving soil, frost heave, tangential heaving forces, field tests, vertical deformation
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  • For citation: Sviderskikh A. V., Alekseev A. G., Korovin D. V. The Efficiency of the Installation of Spiral Screw Piles "Svayber" in Heaving Soils. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2023, no. 7, рp. 85-90. (In Russ.). doi: 10.33622/0869-7019.2023.07.85-90

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