Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand

This paper presents the experimental analysis that was conducted on small-scale 1g physical models of piled raft foundation structures with a group of 2 × 2 piles in loose sand. The purpose of the piles was to reduce the settlement of the raft. The test program included twelve experiments, three of...

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Main Authors: Nemanja Bralović, Iva Despotović, Danijel Kukaras
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/1/546
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author Nemanja Bralović
Iva Despotović
Danijel Kukaras
author_facet Nemanja Bralović
Iva Despotović
Danijel Kukaras
author_sort Nemanja Bralović
collection DOAJ
description This paper presents the experimental analysis that was conducted on small-scale 1g physical models of piled raft foundation structures with a group of 2 × 2 piles in loose sand. The purpose of the piles was to reduce the settlement of the raft. The test program included twelve experiments, three of which were conducted on a raft alone and nine on piled rafts at pile distances of 3d, 4d, and 5d and pile lengths of 10d, 20d, and 40d, where d is pile diameter. The test results show that the current conventional approach to design of piled raft foundations, at a high safety load factor in piles that assume to take the whole external applied load, is very conservative. Instead, it is more economical to apply a low bearing capacity factor for piles as settlement reducers and maximize use of raft bearing capacity to carry part of the external load.
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spelling doaj.art-70ee15b33bf64080bbfa75b3cd43dfb92023-11-16T14:58:29ZengMDPI AGApplied Sciences2076-34172022-12-0113154610.3390/app13010546Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose SandNemanja Bralović0Iva Despotović1Danijel Kukaras2Faculty of Civil Engineering in Subotica, University of Novi Sad, Kozaračka 2a, 24000 Subotica, SerbiaFaculty of Mechanical and Civil Engineering in Kraljevo, University of Kragujevac, Dositejeva 19, 36000 Kraljevo, SerbiaFaculty of Technical Sciences, University of Novi Sad, Trg Dositeja Obradovica 6, 21000 Novi Sad, SerbiaThis paper presents the experimental analysis that was conducted on small-scale 1g physical models of piled raft foundation structures with a group of 2 × 2 piles in loose sand. The purpose of the piles was to reduce the settlement of the raft. The test program included twelve experiments, three of which were conducted on a raft alone and nine on piled rafts at pile distances of 3d, 4d, and 5d and pile lengths of 10d, 20d, and 40d, where d is pile diameter. The test results show that the current conventional approach to design of piled raft foundations, at a high safety load factor in piles that assume to take the whole external applied load, is very conservative. Instead, it is more economical to apply a low bearing capacity factor for piles as settlement reducers and maximize use of raft bearing capacity to carry part of the external load.https://www.mdpi.com/2076-3417/13/1/546raft foundationpile foundationpiled raft foundationsettlementsmall-scale model1g model
spellingShingle Nemanja Bralović
Iva Despotović
Danijel Kukaras
Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
Applied Sciences
raft foundation
pile foundation
piled raft foundation
settlement
small-scale model
1g model
title Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
title_full Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
title_fullStr Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
title_full_unstemmed Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
title_short Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand
title_sort experimental analysis of the behaviour of piled raft foundations in loose sand
topic raft foundation
pile foundation
piled raft foundation
settlement
small-scale model
1g model
url https://www.mdpi.com/2076-3417/13/1/546
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