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Prediction of steel tower foundation specifications using non-destructive testing method
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Publication Year
2025-04-25
Journal
Geomechanics and Engineering
Publisher
Techno-Press
Citation
Geomechanics and Engineering, Vol.41 No.2, pp.287-295
Keyword
electrical resistivity surveyfoundationnon-destructive testspecificationtransmission tower
Mesh Keyword
Base slabDesign standardElectrical resistivity surveyNondestructive testing methodNondestructive testsResistivity surveysSteel towersTower foundationsTower structuresTransmission tower
All Science Classification Codes (ASJC)
Civil and Structural EngineeringGeotechnical Engineering and Engineering Geology
Abstract
Transmission tower foundations play a critical role in supporting and preventing the collapse of tower structures. In Korea, 12,000 tower foundations require additional reinforcement due to the recent design standard changes for wind speed pressure as a result of climate change. However, several challenges arise when attempting to determine appropriate methods of reinforcement, especially in the case of approximately 1,500 towers that lack any records of foundation specifications. In this study, the electrical resistivity survey, one of the non-destructive testing methods, is employed to accurately determine foundation specifications, which can in turn be used to strategically develop reinforcement plans. Using electrical resistivity survey data obtained through both laboratory and field experiments, an algorithm capable of extracting foundation specifications was developed. The system was then applied to 47 transmission tower foundations. According to the results, the electrical resistivity survey achieved a prediction accuracy of 91.5% for depth of the tower foundation, 98.6% for width of the base slab, and 95.6% for thickness of the base slab. These findings suggest that the method is particularly effective at predicting the width and thickness of the base slab, with width predictions being the most accurate. This research is expected to aid in the creation of maintenance and reinforcement plans for transmission tower foundations while also enabling cost-effective specification assessments for various buried civil engineering structures.
ISSN
2092-6219
Language
eng
URI
https://aurora.ajou.ac.kr/handle/2018.oak/38300
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=105003964171&origin=inward
DOI
https://doi.org/10.12989/gae.2025.41.2.287
Journal URL
http://www.techno-press.org/download.php?journal=gae&volume=41&num=2&ordernum=13
Type
Article
Funding
The work was supported by the Korea Electric Power Research Institute (KEPRI) of the Republic of Korea (R22SA02, R23SA01).
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Choi, Suyoung 최수영
Department of Mathematics
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