Pages that link to "Item:Q2174332"
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The following pages link to Theoretical analysis of three-dimensional ground displacements induced by shield tunneling (Q2174332):
Displaying 7 items.
- Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion (Q1721569) (← links)
- Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure (Q1988897) (← links)
- Lagged settlement in sandy cobble strata and earth pressure on shield tunnel (Q2045424) (← links)
- Earth pressure field modeling for tunnel face stability evaluation of EPB shield machines based on optimization solution (Q2182814) (← links)
- Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils (Q2247380) (← links)
- A simulation using a hybrid method for predicting fault zones ahead of a tunnel face (Q4417039) (← 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)