DocumentCode
3226476
Title
Study on the BOTDR-based distributed detection of the pile foundation bearing capacity
Author
Piao, Chunde ; Wei, Guangqing ; Chen, Yong
Author_Institution
Resources & Geosci. Coll., China Univ. of Min. & Technol., Xuzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2668
Lastpage
2671
Abstract
The calculation of the pile foundation internal force under horizontal loads always constitutes a fundamental prerequisite to an insight into the pile deformation. Through the sensing fiber embedded in pile shaft, this paper studies the deformation of bored pile under horizontal loads, and deducts the formula of pile deflection and bending moment under horizontal loads by means of BOTDR-based distributed detection. Then through the project case, a comparison is made between the value calculated by the data obtained through the embedded fiber and the value measured by the displacement sensor. And with the analysis of the pile foundation bearing capacity under horizontal loads, the study shows that a reliable basis for pile foundation design can be achieved by the effective detection of such pile deformation as strain, deflection and bending moment, based on the BOTDR distributed fiber sensing technology.
Keywords
bending; displacement measurement; fibres; foundations; sensors; shafts; BOTDR-based distributed detection; bending moment; bored pile; displacement sensor; horizontal loads; pile deflection; pile deformation; pile foundation bearing capacity; pile foundation design; pile foundation internal force; pile shaft; sensing fiber; strain; Force; Geology; Loading; Optical fiber sensors; Optical fibers; Presses; BOTDR; distributed detection; horizontal static loading test; piles; sensing optical fiber;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774766
Filename
5774766
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