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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2021
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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) |
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topic |
energy pile group thermo-mechanical loading exponential model load transfer method group effect Technology T |
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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 |
_version_ |
1718434114924707840 |