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

摘要

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.