Pages that link to "Item:Q1988897"
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The following pages link to Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure (Q1988897):
Displaying 6 items.
- Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion (Q1721569) (← links)
- Theoretical analysis of three-dimensional ground displacements induced by shield tunneling (Q2174332) (← links)
- Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils (Q2247380) (← links)
- Predicting Leakage-induced Settlement of Shield tunnels in Saturated Clay (Q2964744) (← 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)
- Elastic analytical method with machine learning for predicting the stratum displacement field induced by shallow tunneling (Q6545714) (← links)