Bearing capacity factors of circular foundations for a general c-ϕ soil using lower bound finite elements limit analysis
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Publication:2855260
DOI10.1002/nag.900zbMath1274.74189OpenAlexW2088283763MaRDI QIDQ2855260
Vishwas N. Khatri, Jyant Kumar
Publication date: 25 October 2013
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.900
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (4)
Application of discontinuity layout optimization method to bearing capacity of shallow foundations on rock masses ⋮ Lower Bound Axisymmetric Limit Analysis Using Drucker–Prager Yield Cone and Simulation with Mohr–Coulomb Pyramid ⋮ Lower bound limit analysis by quadrilateral elements ⋮ Limit analysis and homogenization of porous materials with Mohr-Coulomb matrix. II: Numerical bounds and assessment of the theoretical model
Cites Work
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- Finite element method and limit analysis theory for soil mechanics problems
- Limit analysis in axisymmetrical problems: numerical determination of complete statical solutions
- Numerical limit analysis solutions for the bearing capacity factor \(N_{\gamma} \)
- Upper bound limit analysis using discontinuous velocity fields
- Bearing capacity factor N c under ϕ=0 condition for piles in clays
- Lower bound limit analysis using finite elements and linear programming
- Upper bound limit analysis using finite elements and linear programming
- Lower bound limit analysis using non-linear programming
- A general non-linear optimization algorithm for lower bound limit analysis
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