Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer

Distributed Optical Fibre Sensor (DOFS) is a versatile sensor considering that it can be used to measure various parameters, such as detection of small strains over large areas and long distances. The application of DOFS is currently being explored as an early warning system, particularly for slope...

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Main Authors: Ghazali, M.F., Mohamad, H., Nasir, M.Y., Aizzuddin, A.M., Aiman, M.S.
Format: Conference or Workshop Item
Published: Institute of Physics 2023
Online Access:http://scholars.utp.edu.my/id/eprint/37986/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85178077790&doi=10.1088%2f1755-1315%2f1249%2f1%2f012004&partnerID=40&md5=6341f85e028268ae61490de1fd3a6584
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spelling oai:scholars.utp.edu.my:379862023-12-11T03:08:35Z http://scholars.utp.edu.my/id/eprint/37986/ Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer Ghazali, M.F. Mohamad, H. Nasir, M.Y. Aizzuddin, A.M. Aiman, M.S. Distributed Optical Fibre Sensor (DOFS) is a versatile sensor considering that it can be used to measure various parameters, such as detection of small strains over large areas and long distances. The application of DOFS is currently being explored as an early warning system, particularly for slope movement detection. In this paper, an embankment slope at Sungai Rual, Jeli, Kelantan, Malaysia was selected to determine the best monitoring layout for landslide detection. Two methods of installation for vertical Fibre Optic (FO) inclinometers (using conventional casing with a special grove) were installed to monitor subsurface horizontal ground movements. The first method of FO inclinometer installation uses concrete (grade 35) grouting, and the second method uses a bentonite mixture. It was found that the first method was unsuccessful due to the fibre breakage during the hardening process of concrete and hence not recommended. However, the measurement was successfully taken for the bentonite mixture method. The displacement reading was taken using both the FO and conventional inclinometer probe. The reading for the 9.5 m depth of the inclinometer casing were recorded for the comparison between FO and conventional inclinometer probes. A comparison between FO and conventional systems showed almost similar results to the conventional method. The FO inclinometer developed in this project shall provide vital information to assist designers and operators, as well as inform stakeholders on the integrity of their structures. © Published under licence by IOP Publishing Ltd. Institute of Physics 2023 Conference or Workshop Item NonPeerReviewed Ghazali, M.F. and Mohamad, H. and Nasir, M.Y. and Aizzuddin, A.M. and Aiman, M.S. (2023) Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer. In: UNSPECIFIED. https://www.scopus.com/inward/record.uri?eid=2-s2.0-85178077790&doi=10.1088%2f1755-1315%2f1249%2f1%2f012004&partnerID=40&md5=6341f85e028268ae61490de1fd3a6584 10.1088/1755-1315/1249/1/012004 10.1088/1755-1315/1249/1/012004 10.1088/1755-1315/1249/1/012004
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description Distributed Optical Fibre Sensor (DOFS) is a versatile sensor considering that it can be used to measure various parameters, such as detection of small strains over large areas and long distances. The application of DOFS is currently being explored as an early warning system, particularly for slope movement detection. In this paper, an embankment slope at Sungai Rual, Jeli, Kelantan, Malaysia was selected to determine the best monitoring layout for landslide detection. Two methods of installation for vertical Fibre Optic (FO) inclinometers (using conventional casing with a special grove) were installed to monitor subsurface horizontal ground movements. The first method of FO inclinometer installation uses concrete (grade 35) grouting, and the second method uses a bentonite mixture. It was found that the first method was unsuccessful due to the fibre breakage during the hardening process of concrete and hence not recommended. However, the measurement was successfully taken for the bentonite mixture method. The displacement reading was taken using both the FO and conventional inclinometer probe. The reading for the 9.5 m depth of the inclinometer casing were recorded for the comparison between FO and conventional inclinometer probes. A comparison between FO and conventional systems showed almost similar results to the conventional method. The FO inclinometer developed in this project shall provide vital information to assist designers and operators, as well as inform stakeholders on the integrity of their structures. © Published under licence by IOP Publishing Ltd.
format Conference or Workshop Item
author Ghazali, M.F.
Mohamad, H.
Nasir, M.Y.
Aizzuddin, A.M.
Aiman, M.S.
spellingShingle Ghazali, M.F.
Mohamad, H.
Nasir, M.Y.
Aizzuddin, A.M.
Aiman, M.S.
Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
author_facet Ghazali, M.F.
Mohamad, H.
Nasir, M.Y.
Aizzuddin, A.M.
Aiman, M.S.
author_sort Ghazali, M.F.
title Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
title_short Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
title_full Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
title_fullStr Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
title_full_unstemmed Slope Monitoring of a Road Embankment by Using Distributed Optical Fibre Sensing Inclinometer
title_sort slope monitoring of a road embankment by using distributed optical fibre sensing inclinometer
publisher Institute of Physics
publishDate 2023
url http://scholars.utp.edu.my/id/eprint/37986/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85178077790&doi=10.1088%2f1755-1315%2f1249%2f1%2f012004&partnerID=40&md5=6341f85e028268ae61490de1fd3a6584
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score 13.222552