Probabilistic analysis of tunnel face seismic stability in layered rock masses using polynomial Chaos Kriging metamodel
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference63 articles.
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1. An Efficient Solution for Probabilistic Slope Seismic Stability Analysis Based on Polynomial Chao Kriging Metamodel;GeoHazards;2024-06-13
2. Stability evaluation model for the tunnel face of large cross-section tunnel excavated by the bench method;Computers and Geotechnics;2024-06
3. Three-dimensional pseudo-dynamic reliability analysis of seismic shield tunnel faces combined with sparse polynomial chaos expansion;Journal of Central South University;2024-06
4. Deterministic and probabilistic analysis of great-depth braced excavations: A 32 m excavation case study in Paris;Journal of Rock Mechanics and Geotechnical Engineering;2024-05
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