Pages that link to "Item:Q2295129"

The following pages link to Analytical solutions for lined circular tunnels in viscoelastic rock considering various interface conditions (Q2295129):

Displaying 24 items.

• Analytical solutions for the circular stress transducer embedded in rheological rock mass (Q821699) (← links)
• Analytical solutions for the displacement and stress of lined circular tunnel subjected to surcharge loadings in semi-infinite ground (Q822123) (← links)
• Complex variable solutions for twin tunnelling at great depth in viscoelastic geomaterial considering the three-dimensional effects of tunnel faces (Q822145) (← links)
• Numerical solutions for tunnels excavated in strain-softening rock masses considering a combined support system (Q823365) (← links)
• Complex variable solutions for forces and displacements of circular lined tunnels (Q1720538) (← links)
• Analytic solutions for twin tunneling at great depth considering liner installation and mutual interaction between geomaterial and liners (Q1984963) (← links)
• An analytical solution for time-dependent stress field of lined circular tunnels using complex potential functions in a stepwise procedure (Q1988802) (← links)
• Adaptive recursive scaled boundary finite element method for forward and inverse interval viscoelastic analysis (Q2040785) (← 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)
• Novel perturbation solutions for deep-buried non-circular tunnels under biaxial in situ stress field based on Mohr-Coulomb criterion (Q2110041) (← links)
• Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance (Q2174731) (← links)
• Coupled solid-fluid response of deep tunnels excavated in saturated rock masses with a time-dependent plastic behaviour (Q2240318) (← links)
• Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils (Q2247380) (← links)
• Analytical expressions for stress and displacement fields in viscoelastic axisymmetric plane problem involving time-dependent boundary regions (Q2268006) (← links)
• Analytical stress and displacement around non-circular tunnels in semi-infinite ground (Q2306929) (← links)
• An analytical solution for sectional estimation of stress and displacement fields around a shallow tunnel (Q2310531) (← links)
• Analytic stress solutions for a lined circular tunnel under frictional slip contact conditions (Q2421947) (← links)
• Analytical solutions for rheological processes around bores and tunnels (Q2676416) (← links)
• A numerical analysis of behaviour of the elasto-viscoplastic rock around vertical boreholes. (Q2736654) (← links)
• Stress, displacement and pore pressure of partially sealed circular tunnel surrounded by viscoelastic medium (Q2908049) (← links)
• One‐dimensional, semi‐analytical solution for time‐dependent behaviour of a seam (Q4698196) (← links)
• Parameter identification for lined tunnels in a viscoplastic medium (Q4797930) (← links)
• An analytical model for stability analysis of rock layers over a circular opening (Q5938353) (← links)
• Analytical solutions of noncircular tunnels in viscoelastic semi-infinite ground subjected to surcharge loadings (Q6135653) (← links)