Analysis model for the excavation damage zone in surrounding rock mass of circular tunnel
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference18 articles.
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3. A two-scale time-dependent damage model based on non-planar growth of micro-cracks;Francois;J. Mech. Phys. Solids.,2010
4. A continuum damage constitutive law for brittle rocks;Hommand-Etienne;Comput. Geotech.,1998
5. Elastic analysis of stress–displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure;Li;Tun. Undergr. Sp. Tech.,2008
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