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Apr 29, 2020

Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 7

Abstract

To date, why a 13-story building in Shanghai fell abruptly to the ground in 2009 remains uncertain. By review of physical evidence, limit-equilibrium analyses, extensive calculations, and three-dimensional numerical simulations, this study reveals that the failure arose from a rainfall-triggered undrained general shear failure of the subgrade underneath the adjacent stockpile rather than previously identified lateral ground movement shearing off piles below the building or failure of piles along the excavation side incurring progressive tilting failure of the building. Deep-seated slip failure of the stockpile applied an impact load on the building and immediately produced an unallowable overturning moment around the south building edge; consequently, the building suddenly fell over southward. Furthermore, the following vital phenomena, which received no attention in the previous investigations, are also explored: (1) how this building fell over but an adjacent building subjected to similar conditions did not; (2) how this building supported by piles fell over but a flood wall supported by shallow foundation remained intact, although both were near a 10-m-high stockpile; and (3) how the flood wall near the 10-m-high stockpile remained intact but the flood wall near a 6-m-high stockpile underwent catastrophic failure. Finally, some design and construction issues involved in this failure case are discussed.

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Acknowledgments

Financial support from the National Natural Science Foundation of China (Grant No. 41877286) and the National Basic Research Program (973 Program) (Grant No. 2015CB057800) are gratefully acknowledged. The comprehensive, insightful, and valuable comments and suggestions from the two kind and knowledgeable anonymous reviewers, and the Associate Editor, are sincerely appreciated, because they enhanced the presentation of this paper remarkably.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 7July 2020

History

Received: Nov 7, 2018
Accepted: Jan 14, 2020
Published online: Apr 29, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 29, 2020

Authors

Affiliations

Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Sipping Rd., Shanghai 200092, China. ORCID: https://orcid.org/0000-0003-3107-5454. Email: [email protected]
Wei-Zhen Jiang [email protected]
Graduate Student, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Sipping Rd., Shanghai 200092, China. Email: [email protected]
Hai-Sheng Rui [email protected]
Graduate Student, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., 1239 Sipping Rd., Shanghai 200092, China. Email: [email protected]
Ye Lu, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Shanghai Univ., 99 Shang-Da Rd., Shanghai 200444, China (corresponding author). Email: [email protected]
Da-Long Wang [email protected]
Senior Engineer, Shanghai Geotechnical Investigation and Design Institute Engineering Consulting (Group) Co., Ltd., 180 Shu-Feng Rd., Shanghai 200032, China. Email: [email protected]

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