Pages that link to "Item:Q2307274"
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The following pages link to Elastic analytical solution of shallow tunnel owing to twin tunnelling based on a unified displacement function (Q2307274):
Displaying 10 items.
- Complex variable solutions for twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces (Q822145) (← links)
- An analytical solution for stress and displacement field for arbitrarily positioned twin-tunnel excavation at great depth (Q1720705) (← links)
- Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure (Q1988897) (← links)
- Analysis of pipe-roof in tunnel exiting portal by the foundation elastic model (Q1993315) (← links)
- Complex variable solutions for shallow twin tunnelling in visco-elastic geomaterial considering buoyancy effect and equivalent three-dimensional effects of tunnel faces (Q2056549) (← links)
- Limit analysis of shallow tunnels collapse problem with optimized solution (Q2109676) (← links)
- Dynamic analytical model for shaft-tunnel junction under P-SV waves (Q2110750) (← links)
- Theoretical analysis of three-dimensional ground displacements induced by shield tunneling (Q2174332) (← links)
- Modified complex variable method for displacement induced by surcharge loads and shallow tunnel excavation (Q2212082) (← links)
- Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints (Q6039495) (← links)
