A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact

The in situ evaluation of pile-soil bonding condition plays an important role for pile safety assessment in its life cycle. However, so far, there is still no fully mature tool to analyze such couplings, since the pile-soil coupling exhibits complex and time-varying relationships. This paper innovat...

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Main Authors: Daopei Zhu, Siyuan Tian, Haocheng Yan, Zhangli Wang
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Journal of Sensors
Online Access:http://dx.doi.org/10.1155/2021/5575854
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spelling doaj-1c6c4bbf4c9d435a81dff7671ebf42852021-09-06T00:00:19ZengHindawi LimitedJournal of Sensors1687-72682021-01-01202110.1155/2021/5575854A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal ImpactDaopei Zhu0Siyuan Tian1Haocheng Yan2Zhangli Wang3School of Civil and Surveying & Mapping Engineering (Nanchang)School of Civil and Surveying & Mapping Engineering (Nanchang)School of Civil and Surveying & Mapping Engineering (Nanchang)Gansu Construction Investment (Holdings) Group Corporation LimitedThe in situ evaluation of pile-soil bonding condition plays an important role for pile safety assessment in its life cycle. However, so far, there is still no fully mature tool to analyze such couplings, since the pile-soil coupling exhibits complex and time-varying relationships. This paper innovatively proposes a health monitoring approach to evaluate the bonding status of the soil and pile contact area. An impact method based on a piezoelectric ceramic sensor is proposed to monitor the bond of pile and soil. A horizontal impact was introduced near the top of the pile, and the induced stress waves were detected by the piezoceramic smart aggregate (SA) sensor embedded in the pile. Different crack damage sizes were made between the soil and the pile to investigate the change of the bonding. An energy index was developed to quantitatively evaluate the quality of the bonding as a pile-soil bonding index. The proposed approach inspired a potential way to directly judge if there is crack damage between the pile and soil and to evaluate pile safety.http://dx.doi.org/10.1155/2021/5575854
collection DOAJ
language English
format Article
sources DOAJ
author Daopei Zhu
Siyuan Tian
Haocheng Yan
Zhangli Wang
spellingShingle Daopei Zhu
Siyuan Tian
Haocheng Yan
Zhangli Wang
A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
Journal of Sensors
author_facet Daopei Zhu
Siyuan Tian
Haocheng Yan
Zhangli Wang
author_sort Daopei Zhu
title A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
title_short A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
title_full A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
title_fullStr A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
title_full_unstemmed A Feasibility Study on Monitoring Pile-Soil Bonding Condition Using Piezoceramic Transducer and Horizontal Impact
title_sort feasibility study on monitoring pile-soil bonding condition using piezoceramic transducer and horizontal impact
publisher Hindawi Limited
series Journal of Sensors
issn 1687-7268
publishDate 2021-01-01
description The in situ evaluation of pile-soil bonding condition plays an important role for pile safety assessment in its life cycle. However, so far, there is still no fully mature tool to analyze such couplings, since the pile-soil coupling exhibits complex and time-varying relationships. This paper innovatively proposes a health monitoring approach to evaluate the bonding status of the soil and pile contact area. An impact method based on a piezoelectric ceramic sensor is proposed to monitor the bond of pile and soil. A horizontal impact was introduced near the top of the pile, and the induced stress waves were detected by the piezoceramic smart aggregate (SA) sensor embedded in the pile. Different crack damage sizes were made between the soil and the pile to investigate the change of the bonding. An energy index was developed to quantitatively evaluate the quality of the bonding as a pile-soil bonding index. The proposed approach inspired a potential way to directly judge if there is crack damage between the pile and soil and to evaluate pile safety.
url http://dx.doi.org/10.1155/2021/5575854
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