Pages that link to "Item:Q4207693"
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The following pages link to Numerical simulation of excavation in elastoplastic soils (Q4207693):
Displaying 13 items.
- On the solution of elliptic free-boundary problems via Newton's method (Q1189121) (← links)
- Cam-Clay plasticity. II: Implicit integration of constitutive equation based on a nonlinear elastic stress predictor (Q1190445) (← links)
- Numerical simulation of earthworks and retaining system for a large excavation (Q1764017) (← links)
- Investigation of the excavation of stony soil slopes using the virtual element method (Q2209408) (← links)
- Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations (Q2639672) (← links)
- Incremental finite element analysis of geometrically altered structures (Q3339409) (← links)
- Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure (Q3407167) (← links)
- Mixed finite element procedure for soil-structure interaction and construction sequences (Q3677286) (← links)
- (Q4222679) (← links)
- Numerical simulation of cutterhead and soil interaction in slurry shield tunneling (Q4908120) (← links)
- Accelerating strategies to the numerical simulation of large-scale models for sequential excavation (Q4933151) (← links)
- Simulation of front end loader bucket–soil interaction using discrete element method (Q4933155) (← links)
- Formulation of implicit stress integration and consistent tangent modulus for an anisotropic hardening constitutive model (Q5956796) (← links)
