Failure characteristics and seismic behavior of steel basalt hybrid fiber reinforced concrete lining for the tunnel in strong earthquake areas
Author:
Funder
Beijing Municipal Science and Technology Commission
Publisher
Elsevier BV
Reference42 articles.
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2. The seismic damage mechanism of Daliang tunnel by fault dislocation during the 2022 Menyuan Ms6.9 earthquake based on unidirectional velocity pulse input;Chen;Eng. Fail. Anal.,2023
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1. Study on dynamic and failure characteristics of sand and anti-floating safety of tunnel structures under long-term vibration loads of the Beijing subway;Engineering Failure Analysis;2024-09
2. Optimizing hybrid fiber content for enhanced thermo-mechanical performance of high-strength concrete;Materials Today Communications;2024-06
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