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Frontiers of Structural and Civil Engineering >> 2012, Volume 6, Issue 2 doi: 10.1007/s11709-012-0149-7
A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils
1. Department of Civil Engineering, Shanghai Institute of Technology, Shanghai 201418, China; 2. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; 3. Institute of Applied Geosciences, Graz University of Technology, Graz 8010, Austria
Available online:2012-06-05Abstract
Keywords
analytical solution ; shield-driven tunnel ; multilayered soil ; face stability
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