Search Results1-20 of  41

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  • HATANAKA MUNENORI ID: 9000005627007

    Takenaka Technical Research Laboratory (1988 from CiNii)

    Articles in CiNii:2

    • Undisturbed Sampling of Saturated Sands by Freezing (1978)
    • Cyclic Undrained Shear Properties of High Quality Undisturbed Tokyo Gravel (1988)
  • HATANAKA MUNENORI ID: 9000006139260

    Department of Architectural and Civil Engineering, Chiba Institute of Technology (2006 from CiNii)

    Articles in CiNii:1

    • ESTIMATING RELATIVE DENSITY OF SANDY SOILS : (2006)
  • HATANAKA MUNENORI ID: 9000254165803

    Articles in CiNii:1

    • Some factors affecting the settlement of structures due to sand liquefaction in shaking table tests. (1987)
  • HATANAKA MUNENORI ID: 9000254166212

    Articles in CiNii:1

    • Correlation between strengths and penetration resistances for gravelly soils. (1993)
  • HATANAKA MUNENORI ID: 9000254166314

    Articles in CiNii:1

    • Two Methods for the Determination of Lateral Stress in Sand. (1995)
  • HATANAKA MUNENORI ID: 9000254166316

    Articles in CiNii:1

    • Correlation between the Liquefaction Strengths of Saturated Sands Obtained by In-Situ Freezing Method and Rotary-Type Triple Tube Method. (1995)
  • HATANAKA MUNENORI ID: 9000254606133

    Articles in CiNii:1

    • Undisturbed sampling of saturated sands by freezing. (1978)
  • HATANAKA MUNENORI ID: 9000254606452

    Articles in CiNii:1

    • Liquefaction resistance of two alluvial volcanic soils sampled by in situ freezing. (1985)
  • HATANAKA MUNENORI ID: 9000254606735

    Articles in CiNii:1

    • CYCLIC UNDRAINED SHEAR PROPERTIES OF HIGH QUALITY UNDISTURBED TOKYO GRAVEL (1988)
  • HATANAKA MUNENORI ID: 9000256315697

    Articles in CiNii:1

    • A Simple Method for the Determination of K.OMICRON.-Value in Sandy Soils. (1996)
  • HATANAKA MUNENORI ID: 9000256315783

    Articles in CiNii:1

    • Empirical Correlation between Penetration Resistance and Internal Friction Angle of Sandy Soils. (1996)
  • HATANAKA MUNENORI ID: 9000256315856

    Articles in CiNii:1

    • Permeability Characteristics of High-Quality Undisturbed Sands Measured in a Triaxial Cell (1997)
  • HATANAKA MUNENORI ID: 9000256315862

    Articles in CiNii:1

    • Liquefaction Characteristics of a Gravelly Fill Liquefied during the 1995 Hyogo-ken Nanbu Earthquake. (1997)
  • HATANAKA MUNENORI ID: 9000256315903

    Articles in CiNii:1

    • Correlation between Undrained Cyclic Shear Strength and Shear Wave Velocity for Gravelly Soils. (1997)
  • HATANAKA MUNENORI ID: 9000256316215

    Articles in CiNii:1

    • Estimating K0-value of In-situ Gravelly Soils. (1999)
  • HATANAKA MUNENORI ID: 9000256316467

    Articles in CiNii:1

    • Permeability Characteristics of High-Quality Undisturbed Gravelly Soils Measured in Laboratory Tests. (2001)
  • HATANAKA MUNENORI ID: 9000256316691

    Articles in CiNii:1

    • Evaluation of Chemical Grouted Area by Resistivity Tomography Method. (2002)
  • HATANAKA MUNENORI ID: 9000258247783

    Department of Architectural and Civil Engineering, Chiba Institute of Technology (2006 from CiNii)

    Articles in CiNii:1

    • ESTIMATING RELATIVE DENSITY OF SANDY SOILS (2006)
  • HATANAKA MUNENORI ID: 9000283418094

    Articles in CiNii:1

    • A STUDY ON THE ENGINEERING PROPERTIES OF SAND IMPROVED BY THE SAND COMPACTION PILE METHOD (2008)
  • HATANAKA MUNENORI ID: 9000345329046

    Takenaka Corporation (1998 from CiNii)

    Articles in CiNii:1

    • PERMANENT DEFORMATION OF STEEL PIPE PILES PENETRATING COMPACTED FILL AT WHARF ON PORT ISLAND (1998)
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