TY - JOUR
T1 - Development of a monitoring and warning system based on optical fiber sensing technology for masonry retaining walls and trees
AU - Wu, Peichen
AU - Tan, Daoyuan
AU - Lin, Shaoqun
AU - Chen, Wenbo
AU - Yin, Jianhua
AU - Malik, Numan
AU - Li, An
N1 - Funding Information:
The work in this paper is supported by the Development Bureau of Hong Kong SAR Government , a Research Impact Fund (RIF) project (Grant No. R5037-18 ), a Theme-based Research Scheme Fund (TRS) project (Grant No. T22-502/18-R ), and a General Research Fund (GRF) projects (Grant No. PolyU 152130/19E ) from Research Grants Council (RGC) of Hong Kong SAR . The authors also acknowledge the financial supports from Research Institute for Sustainable Urban Development of The Hong Kong Polytechnic University .
Publisher Copyright:
© 2022 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
PY - 2022/8
Y1 - 2022/8
N2 - Hong Kong has a long history of applying masonry retaining walls to provide horizontal platforms and stabilize man-made slopes. Due to the sub-tropical climate, some masonry retaining walls are colonized by trees. Extreme weather, such as typhoons and heavy rains, may cause rupture or root failure of those trees, thus resulting in instability of the retaining walls. A monitoring and warning system for the movement of masonry retaining walls and sway of trees has been designed with the application of fiber Bragg grating (FBG) sensing technology. The monitoring system is also equipped with a solar power system and 4G data transmission devices. The key functions of the proposed monitoring system include remote sensing and data access, early warning, and real-time data visualization. The setups and working principles of the monitoring systems and related transducers are introduced. The feasibility, accuracy, serviceability and reliability of this monitoring system have been checked by in-site calibration tests and four-month monitoring. Besides, a two-level interface has been developed for data visualization. The monitoring results show that the monitored masonry retaining wall had a reversible movement up to 2.5 mm during the monitoring period. Besides, it is found that the locations of the maximum strain on trees depend on the crown spread of trees.
AB - Hong Kong has a long history of applying masonry retaining walls to provide horizontal platforms and stabilize man-made slopes. Due to the sub-tropical climate, some masonry retaining walls are colonized by trees. Extreme weather, such as typhoons and heavy rains, may cause rupture or root failure of those trees, thus resulting in instability of the retaining walls. A monitoring and warning system for the movement of masonry retaining walls and sway of trees has been designed with the application of fiber Bragg grating (FBG) sensing technology. The monitoring system is also equipped with a solar power system and 4G data transmission devices. The key functions of the proposed monitoring system include remote sensing and data access, early warning, and real-time data visualization. The setups and working principles of the monitoring systems and related transducers are introduced. The feasibility, accuracy, serviceability and reliability of this monitoring system have been checked by in-site calibration tests and four-month monitoring. Besides, a two-level interface has been developed for data visualization. The monitoring results show that the monitored masonry retaining wall had a reversible movement up to 2.5 mm during the monitoring period. Besides, it is found that the locations of the maximum strain on trees depend on the crown spread of trees.
KW - Fiber Bragg grating (FBG) sensing
KW - Masonry retaining walls
KW - Monitoring
KW - Tree
KW - Warning system
UR - http://www.scopus.com/inward/record.url?scp=85122423230&partnerID=8YFLogxK
U2 - 10.1016/j.jrmge.2021.09.013
DO - 10.1016/j.jrmge.2021.09.013
M3 - Journal article
AN - SCOPUS:85122423230
SN - 1674-7755
VL - 14
SP - 1064
EP - 1076
JO - Journal of Rock Mechanics and Geotechnical Engineering
JF - Journal of Rock Mechanics and Geotechnical Engineering
IS - 4
ER -