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Author:

Liu, KaiYuan (Liu, KaiYuan.) | Xu, ChengShun (Xu, ChengShun.) (Scholars:许成顺) | Zhang, Xiaoling (Zhang, Xiaoling.)

Indexed by:

EI Scopus SCIE

Abstract:

In small-scale geotechnical experiments, using a tactile pressure sensor (TPS) to measure soil pressure distribution on a curved surface can effectively reduce errors of mismatch caused by size, stiffness, and incomplete fitting with the measured object. TPS has more benefits than soil pressure cells in measuring curve surface pressure, but some issues remain unclear, such as the effect of negative-piezoresistivity and particle size on the measurement. In this article, the author first puts forward a method to effectively reduce the errors of TPS in the low-pressure measurement zone. Then, through a load test in six types of narrow-graded sand, the ratio of the maximum particle size to the size of the sensor unit is obtained, and the effect of negative piezoresistivity on the measurement is evaluated. Finally, a small laboratory test proves that TPS can comprehensively and meticulously reflect the pressure on the pile. After careful calibration and considering the effect of deflection and particle size, it is shown that the measurement errors can be kept within an acceptable range.

Keyword:

soil-pile interaction pressure deflection effect negative piezoresistivity particle size effect relative error tactile pressure sensor soil pressure

Author Community:

  • [ 1 ] [Liu, KaiYuan]Beijing Univ Technol, Coll Architecture & Civil Engn, 100 Pingleyuan, Beijing, Peoples R China
  • [ 2 ] [Xu, ChengShun]Beijing Univ Technol, Coll Architecture & Civil Engn, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China
  • [ 3 ] [Zhang, Xiaoling]Beijing Univ Technol, Coll Architecture & Civil Engn, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China

Reprint Author's Address:

  • 许成顺

    [Xu, ChengShun]Beijing Univ Technol, Coll Architecture & Civil Engn, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China

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Source :

GEOTECHNICAL TESTING JOURNAL

ISSN: 0149-6115

Year: 2021

Issue: 4

Volume: 44

Page: 1036-1054

1 . 6 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:4

Cited Count:

WoS CC Cited Count: 6

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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