Measurements of Penetration Characteristics of Jacked Piles in Clayey Soil Based on Fiber Bragg Gratings

被引:0
|
作者
Wang Y. [1 ,2 ]
Zhang M. [1 ,2 ]
Ma J. [1 ]
Bai X. [1 ,2 ]
Yang S. [1 ]
机构
[1] School of Civil Engineering, Qingdao University of Technology, Qingdao, 266033, Shandong
[2] Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao, 266033, Shandong
来源
Guangxue Xuebao/Acta Optica Sinica | 2020年 / 40卷 / 07期
关键词
Fiber Bragg grating; Fiber optics; Fiber sensing; Jacked piles; Penetration characteristics;
D O I
10.3788/AOS202040.0706004
中图分类号
学科分类号
摘要
To extensively study the applicability of Fiber Bragg grating (FBGs) sensing technology in the penetration test of jacked piles, a large-scale model test system is used to conduct the penetration test of jacked piles. This paper uses a fiber grating strain sensor for data testing, while using a spoke type pressure sensor and a fiber grating pressure sensor as control groups. By installing a full-section dynamic spoke pressure sensor and a fiber grating pressure sensor at the end and top of the pile, respectively, the difference between the penetration processes of the jacked piles based on the two sensing technologies is compared and analyzed. Simultaneously, the pile body strain data is collected based on the FBG sensing technology, and the penetration characteristics of the side frictional resistance, the axial force, and the unit side frictional resistance of the pile are studied. Results show that the FBG sensing technology has superior performance in the penetration test of static pressure piles, can accurately reflect the penetration characteristics of jacked piles, and can clearly reflect the pile jacking-in process with the increase of pile driving length. Furthermore, it is found that the driving pressure, the end resistance, the axial force, and the unit side frictional resistance of the pile body have the characteristics of a steady-state penetration. Therefore, this study presents a great reference for the model test and the engineering design of static pressure piles. © 2020, Chinese Lasers Press. All right reserved.
引用
收藏
相关论文
共 24 条
  • [11] White D.J., Bolton M.D., Displacement and strain paths during plane-strain model pile installation in sand, Géotechnique, 54, 6, pp. 375-397, (2004)
  • [12] Zhou J., Deng Y.B., Ye J.Z., Et al., Experimental and numerical analysis of jacked piles during installation in sand, Chinese Journal of Geotechnical Engineering, 31, 4, pp. 501-507, (2009)
  • [13] Li Y.N., Lehane B.M., Liu Q.B., Centrifuge modeling of jacked pile in clay, Chinese Journal of Engineering, 40, 3, pp. 285-292, (2018)
  • [14] Zhang J.X., Wu D.Y., Research on interaction between resistance at pile and lateral resistance of pile, Rock and Soil Mechanics, 29, 2, pp. 541-544, (2008)
  • [15] Ye Z.H., Zhou J., Tang S.D., Model test on pile bearing behaviors in clay under different pile tip conditions, Journal of Tongji University(Natural Science), 37, 6, pp. 733-737, (2009)
  • [16] Yan G., Xin J.T., Chen H., Et al., Sensing properties of fiber grating temperature sensor package preload, Journal of Vibration, Measurement & Diagnosis, 36, 5, pp. 968-971, (2016)
  • [17] Zhang W.H., Jiang J.F., Wang S., Et al., Fiber-optic Fabry-Perot high-pressure sensor for marine applications, Acta Optica Sinica, 37, 2, (2017)
  • [18] Ren L., Xia M.Y., Jiang T., Et al., Leakage detection of gas pipeline based on hoop strain monitoring, Journal of Vibration, Measurement & Diagnosis, 36, 5, pp. 820-825, (2015)
  • [19] Markov A., Guo Y., Chang T.Y., Et al., Application of fiber Bragg grating in the measurements of acoustic properties of ice, Acta Optica Sinica, 36, 11, (2015)
  • [20] Li P., Wang L., Guo H.Y., Et al., Testing of vortex-induced vibrations of deep-sea risers based on FBG sensing technology, Journal of Vibration, Measurement & Diagnosis, 36, 4, pp. 756-762, (2016)