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    Statements

    1986
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    Numerical methods
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    Geomechanics
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    Proceedings
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    Conference
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    Nagoya/Japan
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    coupled problems of soil-pore fluid-external fluid interaction
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    ground reaction line
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    characteristic line
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    shallow sandy ground tunnel constructions
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    finite strip
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    layer methods
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    iterative solution
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    alternative perturbation solution
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    micro-computers
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    undrained cone penetration
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    steady flow problem
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    elastic-plastic constitutive equation
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    system of six partial differential equations of the first order
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    mixed elliptical and hyperbolic character
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    nonlinear incrementally orthotropic constitutive equation
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    Two 6\(\times 6\) coefficient matrices
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    liquefaction
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    cyclic loading
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    sand
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    isotropic-kinematic plastic model
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    theory of bounding surface
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    non-associated flow rule
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    boundary element method
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    interaction
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    arch dam
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    foundation
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    soil
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    structure
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    settlement of granular piles
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    nonlinear analysis of contact pressure distribution
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    long-term ground movements
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    shallow trench excavation
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    stability of slopes
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    stability of tunnels
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    multiple tunnel interaction
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    stress-state around large openings in salt
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    Identifiers

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