Study on the Deformation Measurement of the Cast-In-Place Large-Diameter Pile Using Fiber Bragg Grating Sensors

被引:2
|
作者
Gao, Lei [1 ,2 ]
Yang, Kai [1 ,2 ]
Chen, Xiaorui [1 ,2 ]
Yu, Xiangjuan [1 ,2 ]
机构
[1] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Res Inst Geotech Engn, Nanjing 210098, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
PCC pile; strain; deformation; fiber Bragg grating (FBG); sensor; CONCRETE PIPE PILES; SYSTEM; EMBANKMENT;
D O I
10.3390/s17030505
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Compared with conventional piles such as the circle pile, the cast-in-place large-diameter pile (PCC pile) has many advantages: the lateral area of PCC pile is larger and the bearing capacity of PCC pile is higher. It is more cost-effective than other piles such as square pile under the same condition. The deformation of the PCC pile is very important for its application. In order to obtain the deformation of the PCC pile, a new type of quasi-distributed optical fiber sensing technology named a fiber Bragg grating (FBG) is used to monitor the deformation of the PCC pile. The PCC model pile is made, the packaging process of the PCC model pile and the layout of fiber sensors are designed, and the strains of the PCC model pile based on FBG sensors are monitored. The strain of the PCC pile is analyzed by the static load test. The results show that FBG technology is successfully applied for monitoring the deformation of the PCC pile, the monitoring data is more useful for the PCC pile. It will provide a reference for the engineering applications.
引用
收藏
页数:9
相关论文
共 50 条
  • [1] Effect of Slime on Engineering Characteristics of Large-Diameter Cast-in-Place Pile
    Heo, Ong
    Yoon, Yeowon
    Do, Jinung
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (01) : 88 - 95
  • [2] Effect of Slime on Engineering Characteristics of Large-Diameter Cast-in-Place Pile
    Ong Heo
    Yeowon Yoon
    Jinung Do
    KSCE Journal of Civil Engineering, 2022, 26 : 88 - 95
  • [3] Experiment and Numerical Study on Deformation Measurement of Cast-in-Place Concrete Large-Diameter Pipe Pile Using Optical Frequency Domain Reflectometer Technology
    Gao, Lei
    Gong, Yunhao
    Liu, Hanlong
    Ji, Baoquan
    Xuan, Yining
    Ma, Yuan
    APPLIED SCIENCES-BASEL, 2018, 8 (09):
  • [4] Efficiency of Pile Groups of Large Diameter Bored Cast-in-place Pile
    Gong, Xiubin
    Fan, Qinglai
    Xu, Yongjie
    ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 261-263 : 1215 - 1219
  • [5] Performances of Large-Diameter Cast-in-Place Concrete Pipe Piles and Pile Groups under Lateral Loads
    Liu, Han-Long
    Kong, Gang-Qiang
    Ding, Xuan-Ming
    Chen, Yu-Min
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2013, 27 (02) : 191 - 202
  • [6] Comparative analysis of dynamic responses of cast-in-place concrete large-diameter pipe pile and solid pile in homogeneous soil
    Ding Xuan-ming
    Liu Han-long
    ROCK AND SOIL MECHANICS, 2011, 32 : 260 - 264
  • [7] Development and application of the large-diameter driven cast-in-place concrete thin-wall pipe pile
    Liu, Han-long
    Fei, Kang
    Xu, Xiang-tao
    Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 2137 - 2140
  • [8] Experimental and numerical analysis on thermal performance of large-diameter cast-in-place energy pile constructed in soft ground
    Park, Sangwoo
    Lee, Dongseop
    Lee, Seokjae
    Chauchois, Alexis
    Choi, Hangseok
    ENERGY, 2017, 118 : 297 - 311
  • [9] Analytic method of torsional vibration response of cast-in-place concrete large-diameter pipe pile in viscoelastic soil
    Zheng Chang-jie
    Ding Xuan-ming
    Liu Han-long
    Lu Ya-ru
    ROCK AND SOIL MECHANICS, 2013, 34 (07) : 1943 - 1950
  • [10] First application of cast-in-place concrete large-diameter pipe (PCC) pile-reinforced railway foundation: a field study
    Zhou, Mi
    Liu, Hanlong
    Chen, Yumin
    Hu, Yuxia
    CANADIAN GEOTECHNICAL JOURNAL, 2016, 53 (04) : 708 - 716