Standing for over 800 years, the pagoda of Dinglin Temple in Nanjing, a city in eastern China, is the world's most leaning tower on record. Prior to restoration work performed by an engineering team in China, the tower leaned towards the northwest at an angle of 7°59′ due to uneven settlement of the foundation and the overall integral stability of the tower was nearly critical. Inspired by a method used to move important cultural relics, the first use of an integrated bundling technology to rectify this tilted ancient masonry pagoda is reported. The leaning angle of the tower was successfully reduced by 2°23′ through a combination of deviation-rectifying and foundation-strengthening reinforcement measures. After this deviation rectification, the pagoda of Dinglin Temple now leans by approximately 5°36′ compared with an angle of 3°59′ for the leaning tower of Pisa. It thus remains the world's most leaning tower.
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December 2020
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Research Article|
November 15 2019
Foundation reinforcement and deviation rectification of the leaning pagoda of Dinglin Temple, China
Man Zhou, PhD;
Man Zhou, PhD
Lecturer, School of Civil Engineering, Central South University, Changsha, China
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Xiaolong Su, Eng;
Xiaolong Su, Eng
Postgraduate student, School of Civil Engineering, Central South University, Changsha, China
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Jinshan Lei, PhD;
Jinshan Lei, PhD
Lecturer, School of Civil Engineering, Central South University, Changsha, China (corresponding author: jinshanlei168@163.com)
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Shujun Fang, PhD
Shujun Fang, PhD
Associate Professor, School of Civil Engineering, Central South University, Changsha, China
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Publisher: Emerald Publishing
Received:
January 27 2019
Accepted:
October 09 2019
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2019
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2020) 173 (6): 473–484.
Article history
Received:
January 27 2019
Accepted:
October 09 2019
Citation
Zhou M, Su X, Lei J, Fang S (2020), "Foundation reinforcement and deviation rectification of the leaning pagoda of Dinglin Temple, China". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 173 No. 6 pp. 473–484, doi: https://doi.org/10.1680/jgeen.19.00028
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