An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing

Earthquakes are sudden and unpredictable natural activity that causes severe damage. As a result of the increasing seismic activity in Iraq, it has become necessary to conduct a study on the impact of earthquakes and methods of damping them. Since traditional seismic damping methods for constructio...

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Main Authors: Azzam M. Mohamed, Amer M. Ibrahim, Qutaiba G. Majeed, Mohamed H El Ouni
Format: Article
Language:English
Published: University of Diyala 2023-12-01
Series:Diyala Journal of Engineering Sciences
Subjects:
Online Access:https://djes.info/index.php/djes/article/view/1161
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author Azzam M. Mohamed
Amer M. Ibrahim
Qutaiba G. Majeed
Mohamed H El Ouni
author_facet Azzam M. Mohamed
Amer M. Ibrahim
Qutaiba G. Majeed
Mohamed H El Ouni
author_sort Azzam M. Mohamed
collection DOAJ
description Earthquakes are sudden and unpredictable natural activity that causes severe damage. As a result of the increasing seismic activity in Iraq, it has become necessary to conduct a study on the impact of earthquakes and methods of damping them. Since traditional seismic damping methods for construction are very expensive, alternative solutions are necessary. Therefore, this research proposes a new damping method that depends on surrounding the piles with rubber crumbs, as the rubber works to dampen the seismic force before it reaches the piles before moving to the structure. This method is considered a type of sustainability. The study included a set of variables, including (the thickness of the rubber that surrounds the piles, and the position of placing the rubber that sleeved the piles). The tests were carried out using the shaking table device. The results showed that surrounding the piles with rubber gave distinct results in damping the seismic force and it is considered an easy damping method due to its ease of implementation, as well as its economic feasibility. The results showed for the models that surround the rubber in the upper part of the pile, an increase in the values of the acceleration of the structure and a decrease in the values of the movement speed of the structure, the values of the lateral displacement of the structure. The models in which the rubber surrounds the middle and bottom part of the pile, the results were close to the reference model.
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spelling doaj.art-684192f1ea87416eb9809918638d90872023-12-23T17:36:52ZengUniversity of DiyalaDiyala Journal of Engineering Sciences1999-87162616-69092023-12-0116410.24237/djes.2023.160406An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder JacketingAzzam M. Mohamed0Amer M. Ibrahim1Qutaiba G. Majeed2Mohamed H El Ouni3Department of Civil Engineering, University of Diyala, 32001 Diyala, IraqDepartment of Civil Engineering, University of Diyala, 32001 Diyala, IraqDepartment of Civil Engineering, University of Diyala, 32001 Diyala, IraqDepartment of Civil Engineering, College of Engineering, King Khalid University, PO Box 394, Abha 61411 Kingdom of Saudi Arabia Earthquakes are sudden and unpredictable natural activity that causes severe damage. As a result of the increasing seismic activity in Iraq, it has become necessary to conduct a study on the impact of earthquakes and methods of damping them. Since traditional seismic damping methods for construction are very expensive, alternative solutions are necessary. Therefore, this research proposes a new damping method that depends on surrounding the piles with rubber crumbs, as the rubber works to dampen the seismic force before it reaches the piles before moving to the structure. This method is considered a type of sustainability. The study included a set of variables, including (the thickness of the rubber that surrounds the piles, and the position of placing the rubber that sleeved the piles). The tests were carried out using the shaking table device. The results showed that surrounding the piles with rubber gave distinct results in damping the seismic force and it is considered an easy damping method due to its ease of implementation, as well as its economic feasibility. The results showed for the models that surround the rubber in the upper part of the pile, an increase in the values of the acceleration of the structure and a decrease in the values of the movement speed of the structure, the values of the lateral displacement of the structure. The models in which the rubber surrounds the middle and bottom part of the pile, the results were close to the reference model. https://djes.info/index.php/djes/article/view/1161Single pileRubberDampingShaking tableEarthquakessustainability
spellingShingle Azzam M. Mohamed
Amer M. Ibrahim
Qutaiba G. Majeed
Mohamed H El Ouni
An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
Diyala Journal of Engineering Sciences
Single pile
Rubber
Damping
Shaking table
Earthquakes
sustainability
title An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
title_full An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
title_fullStr An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
title_full_unstemmed An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
title_short An Innovative Method for Damping the Seismic Waves on Pile Foundations Using A Mixture of Rubber-Binder Jacketing
title_sort innovative method for damping the seismic waves on pile foundations using a mixture of rubber binder jacketing
topic Single pile
Rubber
Damping
Shaking table
Earthquakes
sustainability
url https://djes.info/index.php/djes/article/view/1161
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