The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups

Model tests were carried out in dry silica sand under pile loading and visualizing observation to investigate the behavior of a pile group. The pile group consisted of nine cylindrical model piles of 40 mm in diameter in most tests or three rectangular parallelepiped model piles in the visualizing o...

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Main Authors: Zhijia You, Yulong Chen
Format: Article
Language:English
Published: MDPI AG 2018-02-01
Series:Sensors
Subjects:
Online Access:http://www.mdpi.com/1424-8220/18/2/476
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author Zhijia You
Yulong Chen
author_facet Zhijia You
Yulong Chen
author_sort Zhijia You
collection DOAJ
description Model tests were carried out in dry silica sand under pile loading and visualizing observation to investigate the behavior of a pile group. The pile group consisted of nine cylindrical model piles of 40 mm in diameter in most tests or three rectangular parallelepiped model piles in the visualizing observation. Pile spacings of 200 mm and 100 mm between pile centers were used in the models. Tactile sensors were installed to measure the pressure distribution in the ground and colored sand layer with particle image velocimetry (PIV) analysis to reveal the ground deformation in addition to strain gauges inside the model piles to investigate the interaction among group piles. The tests results showed that a narrower spacing between piles resulted in a wider affected area of the ground and the interaction was more significant below the tips.
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spelling doaj.art-cbbb021268cd40779b6abd13511434052022-12-22T04:22:09ZengMDPI AGSensors1424-82202018-02-0118247610.3390/s18020476s18020476The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile GroupsZhijia You0Yulong Chen1College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, ChinaDepartment of Hydraulic Engineering, Tsinghua University, Beijing 100084, ChinaModel tests were carried out in dry silica sand under pile loading and visualizing observation to investigate the behavior of a pile group. The pile group consisted of nine cylindrical model piles of 40 mm in diameter in most tests or three rectangular parallelepiped model piles in the visualizing observation. Pile spacings of 200 mm and 100 mm between pile centers were used in the models. Tactile sensors were installed to measure the pressure distribution in the ground and colored sand layer with particle image velocimetry (PIV) analysis to reveal the ground deformation in addition to strain gauges inside the model piles to investigate the interaction among group piles. The tests results showed that a narrower spacing between piles resulted in a wider affected area of the ground and the interaction was more significant below the tips.http://www.mdpi.com/1424-8220/18/2/476model testgroup pileinteractiontactile sensorPIV
spellingShingle Zhijia You
Yulong Chen
The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
Sensors
model test
group pile
interaction
tactile sensor
PIV
title The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
title_full The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
title_fullStr The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
title_full_unstemmed The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
title_short The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups
title_sort use of tactile sensors and piv analysis for understanding the bearing mechanism of pile groups
topic model test
group pile
interaction
tactile sensor
PIV
url http://www.mdpi.com/1424-8220/18/2/476
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