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


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Abstract

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.

About the authors

A. F. Yudina

St. Petersburg State University of Architecture and Construction

Email: smfe@mail.ru
Russian Federation, St. Petersburg

V. V. Verstov

St. Petersburg State University of Architecture and Construction

Email: smfe@mail.ru
Russian Federation, St. Petersburg

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