Seismic model test research on the combination of rigidity with flexibility of tunnel portal in high intensity seismic areas
Author:
Affiliation:
1. School of Civil Engineering, North China University of Technology, Beijing, China
2. Department of Civil Engineering, Hebei Jiaotong Vocational and Technical College, Shijiazhuang, Hebei, China
Publisher
Informa UK Limited
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://www.tandfonline.com/doi/pdf/10.1080/19475705.2021.1921057
Reference21 articles.
1. Monitoring rock reinforcement works with ambient vibrations: La Bourne case study (Vercors, France)
2. Chen L, Wang YL, Wen DL, Wu CG. 2013. Longitudinal seismic response and effect of aseismatic joint of tunnel entrance in fault zone. Transport Sci Technology. 5: 86–90.
3. Cui GY, Wang MN, Lin GJ, Wang WJ. 2011. Statistical analysis of Earthquake damage types of typical highway tunnel lining structure in Wenchuan seismic disastrous area. Chin J Geol Hazard Control. 22(1):122–127.
4. Deformation analysis of a soft–hard rock contact zone surrounding a tunnel
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