Technical Papers
May 16, 2023

Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties

Publication: International Journal of Geomechanics
Volume 23, Issue 8

Abstract

Seismic fragility is the conditional failure probability of reaching certain performance states under various intensities of seismic load, which is a significant part of the seismic risk and resilience assessment of structures and infrastructure systems. However, conventional seismic fragility curves are constructed based on the assumption of specific distribution models (i.e., a lognormal distribution), which might lead to a lack of fit and cannot reflect the true structures of data. Therefore, the validity of these assumptions remains questionable. In this study, a nonparametric approach that was based on dynamic reliability theory was employed to calculate the seismic failure probabilities under various intensities of seismic loads and seismic fragility curves were constructed for an earth dam, in which the spatial variability in the soil properties of the earth dam was properly considered by random field (RF) models. In addition, the results from the earth dams with homogeneous, random variables (RV), and RF models were compared to illustrate the effect of spatially variable soil properties on the seismic fragility of earth dams. The numerical results indicated that more comprehensive, reliable, and safe results could be acquired during the seismic fragility analysis of earth dams when the spatially variable dam properties were considered.

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Acknowledgments

This work was Funded by the fellowship of the China Postdoctoral Science Foundation (Grant No. 2021M702791), projects from the Center for Balance Architecture in Zhejiang University (Grant Nos. K20212159 and K20203330C), the National Natural Science Foundation of China (Grants Nos. 42272323, 42002272 and 41902274), the project from the Ministry of Housing and Urban-Rural Development of China (Grant No. 2021-K-030), and the project from the Department of Construction of Zhejiang Province, China (Grant No. 2021K157).

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International Journal of Geomechanics
Volume 23Issue 8August 2023

History

Received: Aug 29, 2021
Accepted: Jan 3, 2023
Published online: May 16, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 16, 2023

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Hongqiang Hu [email protected]
School of Civil Engineering and Architecture, Zhejiang University of Science & Technology, Hangzhou 310023, China; The Architectural Design & Research Institute of Zhejiang Univ. Corporation Limited, Hangzhou 310028, China; Center for Balance Architecture, Zhejiang Univ., Hangzhou 310028, China; College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
The Architectural Design & Research Institute of Zhejiang Univ. Corporation Limited, Hangzhou 310028, China; Center for Balance Architecture, Zhejiang Univ., Hangzhou 310028, China. Email: [email protected]
Linyong Cui [email protected]
Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Tangdai Xia [email protected]
College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China; SGIDI Engineering Consulting (Group) Co., Ltd., Shanghai 200093, China (corresponding author). Email: [email protected]
China Railway Siyuan Survey and Design Group Corporation Limited, Wuhan 430063, China. Email: [email protected]

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