Pages that link to "Item:Q1721569"
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The following pages link to Analysis of soil-compacting effect caused by shield tunneling using three-dimensional elastoplastic solution of cylindrical cavity expansion (Q1721569):
Displaying 12 items.
- A procedure of parameter inversion for a nonlinear constitutive model of soils with shield tunneling (Q636611) (← links)
- Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics (Q1721547) (← 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)
- Theoretical analysis of three-dimensional ground displacements induced by shield tunneling (Q2174332) (← links)
- Earth pressure field modeling for tunnel face stability evaluation of EPB shield machines based on optimization solution (Q2182814) (← links)
- An analytical method of continuous upper bound limit analysis for the stability of shallow shield tunnels in cohesive-frictional soils (Q2195972) (← 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)
- Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure (Q3407167) (← 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)
