Performance Monitoring of a Secant-Piled Wall Using Distributed Fiber Optic Strain Sensing

被引:109
|
作者
Mohamad, Hisham [1 ]
Soga, Kenichi [2 ]
Pellew, Adam [3 ]
Bennett, Peter J.
机构
[1] Univ Teknol Malaysia, Fac Civil Engn, Utm Skudai 81310, Johor, Malaysia
[2] Univ Cambridge, Dept Engn, Cambridge CB2 1PZ, England
[3] RKD Consultant Ltd, Barking IG11 8QN, England
关键词
Monitoring; Retaining wall; Excavation; BOTDR; Sensors; Inclinometer; Piles; Struts; Deformation; BRILLOUIN-SCATTERING; SENSOR;
D O I
10.1061/(ASCE)GT.1943-5606.0000543
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An optical fiber strain-sensing technique, on the basis of Brillouin optical time domain reflectometry (BOTDR), was used to monitor the performance of a secant pile wall subjected to multiple props during construction of an adjacent basement in London. Details of the installation of sensors and data processing are described. Distributed strain profiles were obtained by deriving strain measurements from optical fibers installed on opposite sides of the pile to allow monitoring of both axial and lateral movements along the pile. Methods for analyzing the thermal strain and temperature compensation are also presented. Measurements obtained from the BOTDR were found to be in good agreement with inclinometer data from the adjacent piles. The relative merits of the two different techniques are discussed. DOI:10.1061/(ASCE)GT.1943-5606.0000543. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:1236 / 1243
页数:8
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