Pages that link to "Item:Q2855260"
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The following pages link to Bearing capacity factors of circular foundations for a general \(c-\phi\) soil using lower bound finite elements limit analysis (Q2855260):
Displaying 11 items.
- Bearing capacity analysis using the method of characteristics (Q315055) (← links)
- The influence of confinement on the bearing capacity of strip footings. (Q699582) (← links)
- Lower bound limit analysis by quadrilateral elements (Q729876) (← links)
- Confining effect on the bearing capacity of circular footings on a purely cohesive soil (Q1022619) (← links)
- 3D lower bound bearing capacity of smooth rectangular surface footings. (Q1429648) (← links)
- Limit analysis and homogenization of porous materials with Mohr-Coulomb matrix. II: Numerical bounds and assessment of the theoretical model (Q2119127) (← links)
- Numerical limit analysis solutions for the bearing capacity factor \(N_{\gamma} \) (Q2458759) (← links)
- Bearing capacity factor \(N_{c}\) under \(\phi =0\) condition for piles in clays (Q2854650) (← links)
- Lower Bound Axisymmetric Limit Analysis Using Drucker–Prager Yield Cone and Simulation with Mohr–Coulomb Pyramid (Q2972030) (← links)
- Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model (Q3160778) (← links)
- Application of discontinuity layout optimization method to bearing capacity of shallow foundations on rock masses (Q6149699) (← links)
