Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technology
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Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technology
Vol. 35, Issue 5, (2014)
作者机构:
1. 贵州省交通规划勘察设计研究院股份有限公司,贵阳,550001
2. 同济大学 地下建筑与工程系,上海,200092
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:09 June 2014,
Published:2014
稿件说明:
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LUO Yong, LI Chun-feng, XING Hao-feng. Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technology[J]. 2014, 35(5).
DOI:
LUO Yong, LI Chun-feng, XING Hao-feng. Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technology[J]. 2014, 35(5).DOI:
Research on bearing behaviors of large-diameter rock-socketed piles through distributed optical fiber sensing technology
Large-diameter rock-socketed piles are used to support the pier with the height of 195 m at Hezhang bridge
to acquire its bearing behaviors
distributed fiber optic sensing technology is implemented to monitor the continous distributed strains of the large-diameter rock-socketed piles. At first
indoor model tests are performed to verify that the fiber optic technology is available to monitor the compressive strain when the pile is loaded. And then
the design and in-situ installation of fiber optic sensors is carried out on the basis of Hezhang bridge; and the testing data during construction are collected as well. Through the data treatment and analysis
the bearing behaviors and load transfer mechanism of the large-diameter rock-socketed piles are researched. Comparing with the actual settlement of the support engineering
fiber optic sensing technology is further testified to be feasible. The research results have reference value for pile theory and the application of fiber optic sensing technology to similar projects.