Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model

Energy piles are an emerging energy technology for both structural and thermal purposes. To support structure load, piles are always used in groups with raft; however, the cost and complexity of field tests and numerical modelling limits the research on the bearing characteristics of energy pile gro...

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Autores principales: Lichen Li, Longlong Dong, Chunhua Lu, Wenbing Wu, Minjie Wen, Rongzhu Liang
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/c3703e7c50ca40faa13affd354733419
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spelling oai:doaj.org-article:c3703e7c50ca40faa13affd3547334192021-11-11T15:43:49ZAnalysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model10.3390/en142168811996-1073https://doaj.org/article/c3703e7c50ca40faa13affd3547334192021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1073/14/21/6881https://doaj.org/toc/1996-1073Energy piles are an emerging energy technology for both structural and thermal purposes. To support structure load, piles are always used in groups with raft; however, the cost and complexity of field tests and numerical modelling limits the research on the bearing characteristics of energy pile group. In this paper, exponential model was applied to simulate the thermo-mechanical soil-pile interaction of energy pile group. Axial load transfer (<i>τ</i>-<i>z</i>) analysis was first performed to calculate the shear stress distribution in the soil, then matrix displacement method was introduced to determine the thermo-mechanical response of energy pile group. The validity of the analytical model was tested against field tests and numerical results. A case study was further performed to analyze the influence of thermal cycles and arrangement of thermally active piles on the bearing response of the whole pile group. Test results show that with the thermally activated pile in pile group, (1) differential settlement increases with thermal cycle numbers; (2) the axial force of thermally active pile increases during heating process and decreases during cooling process, and this trend varies for the surrounding nonthermal piles; (3) induced load on thermal pile increases with thermal cycles, but decreases for nonthermal piles. The proposed analytical model is expected to serve as a simple and convenient alternative for the preliminary analysis on the bearing characteristics of energy group pile.Lichen LiLonglong DongChunhua LuWenbing WuMinjie WenRongzhu LiangMDPI AGarticleenergy pile groupthermo-mechanical loadingexponential modelload transfer methodgroup effectTechnologyTENEnergies, Vol 14, Iss 6881, p 6881 (2021)
institution DOAJ
collection DOAJ
language EN
topic energy pile group
thermo-mechanical loading
exponential model
load transfer method
group effect
Technology
T
spellingShingle energy pile group
thermo-mechanical loading
exponential model
load transfer method
group effect
Technology
T
Lichen Li
Longlong Dong
Chunhua Lu
Wenbing Wu
Minjie Wen
Rongzhu Liang
Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
description Energy piles are an emerging energy technology for both structural and thermal purposes. To support structure load, piles are always used in groups with raft; however, the cost and complexity of field tests and numerical modelling limits the research on the bearing characteristics of energy pile group. In this paper, exponential model was applied to simulate the thermo-mechanical soil-pile interaction of energy pile group. Axial load transfer (<i>τ</i>-<i>z</i>) analysis was first performed to calculate the shear stress distribution in the soil, then matrix displacement method was introduced to determine the thermo-mechanical response of energy pile group. The validity of the analytical model was tested against field tests and numerical results. A case study was further performed to analyze the influence of thermal cycles and arrangement of thermally active piles on the bearing response of the whole pile group. Test results show that with the thermally activated pile in pile group, (1) differential settlement increases with thermal cycle numbers; (2) the axial force of thermally active pile increases during heating process and decreases during cooling process, and this trend varies for the surrounding nonthermal piles; (3) induced load on thermal pile increases with thermal cycles, but decreases for nonthermal piles. The proposed analytical model is expected to serve as a simple and convenient alternative for the preliminary analysis on the bearing characteristics of energy group pile.
format article
author Lichen Li
Longlong Dong
Chunhua Lu
Wenbing Wu
Minjie Wen
Rongzhu Liang
author_facet Lichen Li
Longlong Dong
Chunhua Lu
Wenbing Wu
Minjie Wen
Rongzhu Liang
author_sort Lichen Li
title Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
title_short Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
title_full Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
title_fullStr Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
title_full_unstemmed Analysis of Bearing Characteristics of Energy Pile Group Based on Exponential Model
title_sort analysis of bearing characteristics of energy pile group based on exponential model
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/c3703e7c50ca40faa13affd354733419
work_keys_str_mv AT lichenli analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
AT longlongdong analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
AT chunhualu analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
AT wenbingwu analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
AT minjiewen analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
AT rongzhuliang analysisofbearingcharacteristicsofenergypilegroupbasedonexponentialmodel
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