Reducing dynamic effect of pile driving on adjacent shallow foundation - K.Q. Al-Sheakayree, Talib;Alkhuzaie, Afnan H.;Aljayashie, Raneen F.
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Driven piles have often been used in many civil structures to provide structural loading support. However, the unavoidable vibrations induced by pile driving processes may cause varying degrees of damage to adjacent structures. The main objective of this study is to improve method to reduce the transmission of the vibrations induced with impact pile driving to the vicinity footings through numerically model using PLAXIS finite element software.

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Produktbeschreibung
Driven piles have often been used in many civil structures to provide structural loading support. However, the unavoidable vibrations induced by pile driving processes may cause varying degrees of damage to adjacent structures. The main objective of this study is to improve method to reduce the transmission of the vibrations induced with impact pile driving to the vicinity footings through numerically model using PLAXIS finite element software.
Autorenporträt
Dr.Talib K. Q. Al-sheakayree ( Lecturer in Al-Muthanna university ( MU )) ,Afnan H.M.Alkhuzaie (civil engineer) BSc 2016(MU) , Raneen F.W. Aljayashie (civil engineer) BSc 2016(MU).