Pages that link to "Item:Q2247380"
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The following pages link to Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils (Q2247380):
Displaying 5 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)
- Predicting Leakage-induced Settlement of Shield tunnels in Saturated Clay (Q2964744) (← links)
- Computational model for the simulation of the shield tunneling process in cohesive soils (Q4248587) (← 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)