Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft

Disconnected piled raft (DPR) foundations are characterized by having no structural connection to a raft. The raft-pile gap is filled with a granular cushion, which creates a more uniform pressure distribution on the raft and reduces the differential settlement. A series of tests has been performed...

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Main Author: Xiao-jun Zhu
Format: Article
Language:English
Published: Wiley 2017-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2017/3856864
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author Xiao-jun Zhu
author_facet Xiao-jun Zhu
author_sort Xiao-jun Zhu
collection DOAJ
description Disconnected piled raft (DPR) foundations are characterized by having no structural connection to a raft. The raft-pile gap is filled with a granular cushion, which creates a more uniform pressure distribution on the raft and reduces the differential settlement. A series of tests has been performed to investigate the load transfer mechanisms of a DPR. The effects of the thickness and stiffness of the cushion and the pile diameter are presented and discussed. A simple failure mode of the cushion is also put forward according to the cushion slip plane obtained by using the digital image correlation technique that tracks the pixels in the images and generates a displacement field. Then a new theoretical analysis has been presented for rigid pile composite foundation. Through comparative studies, it is found that the present method is validated as reasonable by laboratory tests and is in agreement with several current design methods.
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spelling doaj-art-e96ab130fce44adc9449848a6da4d8a52025-08-20T02:22:15ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422017-01-01201710.1155/2017/38568643856864Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled RaftXiao-jun Zhu0College of Civil Science and Engineering, Yangzhou University, Jiangsu 225127, ChinaDisconnected piled raft (DPR) foundations are characterized by having no structural connection to a raft. The raft-pile gap is filled with a granular cushion, which creates a more uniform pressure distribution on the raft and reduces the differential settlement. A series of tests has been performed to investigate the load transfer mechanisms of a DPR. The effects of the thickness and stiffness of the cushion and the pile diameter are presented and discussed. A simple failure mode of the cushion is also put forward according to the cushion slip plane obtained by using the digital image correlation technique that tracks the pixels in the images and generates a displacement field. Then a new theoretical analysis has been presented for rigid pile composite foundation. Through comparative studies, it is found that the present method is validated as reasonable by laboratory tests and is in agreement with several current design methods.http://dx.doi.org/10.1155/2017/3856864
spellingShingle Xiao-jun Zhu
Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
Advances in Materials Science and Engineering
title Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
title_full Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
title_fullStr Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
title_full_unstemmed Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
title_short Analysis of the Load Sharing Behaviour and Cushion Failure Mode for a Disconnected Piled Raft
title_sort analysis of the load sharing behaviour and cushion failure mode for a disconnected piled raft
url http://dx.doi.org/10.1155/2017/3856864
work_keys_str_mv AT xiaojunzhu analysisoftheloadsharingbehaviourandcushionfailuremodeforadisconnectedpiledraft