Pages that link to "Item:Q1984947"
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The following pages link to A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space (Q1984947):
Displaying 13 items.
- Analytical solutions for the displacement and stress of lined circular tunnel subjected to surcharge loadings in semi-infinite ground (Q822123) (← links)
- Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics (Q1721547) (← links)
- Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion (Q1721569) (← links)
- Limit analysis of shallow tunnels collapse problem with optimized solution (Q2109676) (← links)
- Theoretical analysis of three-dimensional ground displacements induced by shield tunneling (Q2174332) (← links)
- Comments on: ``Elasto-plastic solution for shallow tunnel in semi-infinite space'' (Q2174751) (← links)
- An analytical method of continuous upper bound limit analysis for the stability of shallow shield tunnels in cohesive-frictional soils (Q2195972) (← links)
- Semi-analytical solution for stress and displacement of lined circular tunnel at shallow depths (Q2240292) (← links)
- An analytical solution for design of pressure tunnels considering seepage loads (Q2306754) (← links)
- Analytical stress and displacement around non-circular tunnels in semi-infinite ground (Q2306929) (← links)
- Elasto-plastic solution for shallow tunnel in semi-infinite space (Q2307044) (← links)
- Equivalent analysis method of electromagnetic waves propagation in arched tunnel (Q2507826) (← links)
- 2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields (Q4933166) (← links)
