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Control and Reduction of Dynamic Disturbances During Vibratory Driving of Sheet Pile Into Soil

  • TECHNOLOGY AND WORK PRODUCTION
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

An Erratum to this article was published on 01 May 2017

The results of experimental investigations making it possible to analyze the parameters of the technological process of vibratory driving (extracting) of sheet pile conducted near existing buildings and construction and capable of causing undesirable settlements of foundations and the development of excessive structural deformations levels are presented. These investigations are aimed at safeguarding sheet pile during its driving.

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Authors and Affiliations

  1. St. Petersburg State University of Architecture and Construction, St. Petersburg, Russia

    A. F. Yudina & V. V. Verstov

Authors
  1. A. F. Yudina
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  2. V. V. Verstov
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 31-34, January-February, 2017.

An erratum to this article is available at http://dx.doi.org/10.1007/s11204-017-9447-3.

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Yudina, A.F., Verstov, V.V. Control and Reduction of Dynamic Disturbances During Vibratory Driving of Sheet Pile Into Soil. Soil Mech Found Eng 54, 56–59 (2017). https://doi.org/10.1007/s11204-017-9433-9

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  • DOI: https://doi.org/10.1007/s11204-017-9433-9

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