Search Results1-20 of  115

  • ASAOKA AKIRA ID: 9000001570412

    Department of Civil Engineering, Nagoya University (2009 from CiNii)

    Articles in CiNii:2

    • PROGRESSIVE CONSOLIDATION SETTLEMENT OF NATURALLY DEPOSITED CLAYEY SOIL UNDER EMBANKMENT LOADING (2005)
    • CO-SEISMIC AND POST-SEISMIC BEHAVIOR OF AN ALTERNATELY LAYERED SAND-CLAY GROUND AND EMBANKMENT SYSTEM ACCOMPANIED BY SOIL DISTURBANCE : (2009)
  • ASAOKA AKIRA ID: 9000254165248

    Articles in CiNii:1

    • A statistical study on a conventional "safety factor method". (1976)
  • ASAOKA AKIRA ID: 9000254165580

    Articles in CiNii:1

    • An inverse problem approach to the prediction of multi-dimensional consolidation behavior. (1984)
  • ASAOKA AKIRA ID: 9000254165842

    Articles in CiNii:1

    • Bearing capacity analysis of a normally consolidated clay foundation. (1987)
  • ASAOKA AKIRA ID: 9000254166118

    Articles in CiNii:1

    • Seepage failure experiments and their analyses of loose and medium dense sands. (1992)
  • ASAOKA AKIRA ID: 9000254166294

    Articles in CiNii:1

    • Undrained Shear Strength of Clay Improved with Sand Compaction Piles. (1994)
  • ASAOKA AKIRA ID: 9000254606092

    Articles in CiNii:1

    • Probability models of undrained strength of marine clay layer. (1977)
  • ASAOKA AKIRA ID: 9000254606154

    Articles in CiNii:1

    • Observational procedure of settlement prediction. (1978)
  • ASAOKA AKIRA ID: 9000254606169

    Articles in CiNii:1

    • Dynamic design philosophy of soils based on the bayesian reliability prediction. (1978)
  • ASAOKA AKIRA ID: 9000254606269

    Articles in CiNii:1

    • An inverse problem approach to settlement prediction. (1980)
  • ASAOKA AKIRA ID: 9000254606380

    Articles in CiNii:1

    • A simplified procedure for probability-based .PHI.u=0 stability analysis. (1983)
  • ASAOKA AKIRA ID: 9000254606495

    Articles in CiNii:1

    • The analysis of failure of a normally consolidated clay foundation under embankment loading. (1986)
  • ASAOKA AKIRA ID: 9000254606722

    Articles in CiNii:1

    • Analysis and prediction of consolidation settlement of normally consolidated clay foundation under embankment loading. (1988)
  • ASAOKA AKIRA ID: 9000254606918

    Articles in CiNii:1

    • Coupling analyses of limiting equilibrium state for normally consolidated and lightly overconsolidated soils. (1990)
  • ASAOKA AKIRA ID: 9000254607056

    Articles in CiNii:1

    • Prediction of the partially drained behavior of soft clays under embankment loading. (1992)
  • ASAOKA AKIRA ID: 9000254607139

    Articles in CiNii:1

    • Stability Analysis of Reinforced Soil Structures Using Rigid Plastic Finite Element Method. (1994)
  • ASAOKA AKIRA ID: 9000254607142

    Articles in CiNii:1

    • Soil-Water Coupled Behaviour of Saturated Clay near/at Critical State. (1994)
  • ASAOKA AKIRA ID: 9000254607240

    Articles in CiNii:1

    • Model tests and theoretical analysis of reinforced soil slopes with facing panels. (1995)
  • ASAOKA AKIRA ID: 9000254607248

    Articles in CiNii:1

    • Imperfection-sensitive bifurcation of cam-clay under plane strain compression with undrained boundaries. (1995)
  • ASAOKA AKIRA ID: 9000255792351

    Articles in CiNii:1

    • Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. (1998)
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