Seismic Probabilistic Capacity Models and Fragility Estimates for the Transversal Lining Section of Circular Tunnels
Author:
Affiliation:
1. State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
2. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, United States
Funder
National Natural Science Foundation of China
Local Science and Technology Development Foundation Guided by the Central Government
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2074917
Reference59 articles.
1. Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils
2. Probabilistic Models for Erosion Parameters and Reliability Analysis of Earth Dams and Levees
3. Probabilistic models for the erosion rate in embankments and reliability analysis of earth dams
4. Cyclic model with damage assessment of longitudinal joints in segmental tunnel linings
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