Seismic reliability analysis of shield tunnel faces under multiple failure modes by pseudo-dynamic method and response surface method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5067-9.pdf
Reference36 articles.
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3. WANG Z W, QIAO C S, SONG C Y, et al. Upper bound limit analysis of support pressures of shallow tunnels in layered jointed rock strata [J]. Tunnelling and Underground Space Technology, 2014, 43: 171–183. DOI: https://doi.org/10.1016/j.tust.2014.05.010.
4. QIN C B, YANG X L, PAN Q J, et al. Upper bound analysis of progressive failure mechanism of tunnel roofs in partly weathered stratified Hoek-Brown rock masses [J]. International Journal of Rock Mechanics and Mining Sciences, 2015, 74: 157–162. DOI: https://doi.org/10.1016/j.ijrmms.2014.10.002.
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1. Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces;International Journal of Geomechanics;2024-10
2. Three-dimensional pseudo-dynamic reliability analysis of seismic shield tunnel faces combined with sparse polynomial chaos expansion;Journal of Central South University;2024-06
3. Three-Dimensional Face Stability Assessments of Seismic Tunnels in Weak Rock Masses;KSCE Journal of Civil Engineering;2024-02-24
4. Probabilistic seismic slope stability analysis using swarm response surfaces and rotational Newmark sliding model with primary sliding direction;Computers and Geotechnics;2023-11
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