Probabilistic analysis of tunnel face stability in spatially variable soil
Author:
Funder
National Natural Science Foundation of China
Chinese Academy of Sciences
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference48 articles.
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2. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Géotechnique.,1977
3. CEN, 2007. Basis of structural design (EN 1990). Brussels, Belgium.
4. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method;Chen;Comput. Geotech.,2011
5. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;Chen;Acta Geotech.,2015
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