Boundary element elastic analysis of layered soils by a successive stiffness method

DOI10.1002/nag.1610110502zbMath0616.73097OpenAlexW2020066580MaRDI QIDQ4725877

Giulio Maier, Giorgio Novati

Publication date: 1987

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.1610110502

zbMATH Keywords

boundary element methodrecursive formulalayered systemselastostatic analysisdiscretized boundary integral equationschain- like patternsuccessive stiffness method

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Numerical and other methods in solid mechanics (74S99)

Related Items (5)

An alternative multi-region BEM technique for three-dimensional elastic problems ⋮ Difference equations approach to the analysis of layered systems ⋮ A mixed BEM--FEM formulation for layered soil--superstructure interaction ⋮ The scaled flexibility matrix method for the efficient solution of boundary value problems in 2D and 3D layered elastic media ⋮ Static analysis of axially loaded piles in multilayered soils using a BEM/FEM formulation

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