Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) Web of Science
  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • onstruction Of Hollow Bored Piles
  • UDC 624.154.34 DOI: 10.33622/0869-7019.2021.05.41-45
    Anatoly A. GONCHAROV, e-mail: ttg38@mail.ru
    Moscow State University of Civil Engineering (National Research University), Yaroslavskoe shosse, 26, Moscow 129337, Russian Federation
    Abstract. The article substantiates the feasibility of using hollow bored piles in the construction of foundations in weak soils with the use of high-strength concretes. The methods of hollow pile construction proposed in our country and the main technological features, advantages and disadvantages of various methods of construction are presented. The technology using the radial rolling method is described in the most detail. An example of implementation is given and the conditions necessary for the effective application of this method are defined. A new method for the construction of hollow piles using the method of vibrohydropressing used for the manufacture of high-pressure reinforced concrete pipes is proposed. The experiments performed proved the possibility of using this method and determined the main technological parameters for the construction of hollow piles in various ground conditions. It is concluded that when implementing the considered method, the technological parameters will be determined and adjusted in the course of performing works at a specific construction object.
    Key words: hollow bored piles, weak soils, radial rolling method, vibrohydropressing, vibration core, deformation modulus.
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  • For citation: Goncharov A. A. onstruction of Hollow Bored Piles. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2021, no. 5, pp. 41-45. (In Russian). DOI: 10.33622/0869-7019.2021.05.41-45.


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