Determination of the Intrinsic Number of Pile Foundation Groups with Concentrated Masses

Authors

  • Alimov Khorisboy Latifovich, Yusufzhanov Nuriddin, Ismatullaeva Durdona Amanjanovna, Erkinov Muhammadyusuf, Odilov Ibrohimjon Ilhomjon

Abstract

The article presents the calculation of the movement of a platform with a pile foundation under dynamic influences for three types of fixing a pile to a structure. Elastic pinching of a building with a pile foundation, rigid pinching of a building with a pile foundation and hinged ends of the pile to the building. The own number of different types of pile fixing to the building is determined.

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Published

2022-03-14