Bearing capacity factor N c under ϕ=0 condition for piles in clays

DOI10.1002/nag.763zbMath1273.74253OpenAlexW2131540351MaRDI QIDQ2854650

Vishwas N. Khatri, Jyant Kumar

Publication date: 24 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.763

zbMATH Keywords

optimizationlimit analysisplasticitybearing capacityaxisymmetrypile foundation

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

Lower Bound Axisymmetric Limit Analysis Using Drucker–Prager Yield Cone and Simulation with Mohr–Coulomb Pyramid ⋮ Bearing capacity factors of circular foundations for a general c-ϕ soil using lower bound finite elements limit analysis

Cites Work

• Limit analysis in axisymmetrical problems: numerical determination of complete statical solutions
• Lower bound limit analysis using finite elements and linear programming

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