Search Results1-12 of  12

  • SAHARA Mamoru ID: 9000005401890

    OBAYASHI CORP. Technical Research Institute (2015 from CiNii)

    Articles in CiNii:76

    • A CASE HISTORY OF REDUCING DIFFERENTIAL SETTLEMENT WITH BUILDING FOUNDATION CONTROLLED LENGTH OF FRICTION PILES (2001)
    • 油圧ハンマ-を用いた鋼管杭の打止め管理 (1997)
    • 深層砂地盤の破壊に至るまでの支持力特性 (1996)
  • SAHARA Mamoru ID: 9000020096910

    Obayashi Corp. Technical Research Institute (2009 from CiNii)

    Articles in CiNii:1

    • Dynamic Deformation Characteristics of Sedimentary Soft Rock (2009)
  • SAHARA Mamoru ID: 9000242539855

    OBAYASHI Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 20316 Investigation of Effects of Shallow Ground Improvement for Reducing Structure Settlement due to Liquefaction (2013)
  • Sahara Mamoru ID: 9000006478089

    Building Foundation Engineering Dept., Obayashi Corp. Technical Research Institute (2002 from CiNii)

    Articles in CiNii:1

    • Experimental Results and Elasto-plastic Analysis of the Vertical Behavior of a Single Model Pile (2002)
  • Sahara Mamoru ID: 9000257865562

    Deputy Chief Research Engineer, Building Foundation Engineering Dept., Obayashi Corp. Technical Research Institute (2002 from CiNii)

    Articles in CiNii:1

    • Experimental Results and Elasto-plastic Analysis of the Vertical Behavior of a Single Model Pile (2002)
  • Sahara Mamoru ID: 9000258497533

    Obayashi Corporation, Technical Research Institute (2002 from CiNii)

    Articles in CiNii:1

    • ANALYSIS OF LOAD-SETTLEMENT BEHAVIOR FOR PILE GROUP AND PILED RAFT FOUNDATIONS (2002)
  • Sahara Mamoru ID: 9000258502191

    Obayashi Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Consolildation Behavior of the Storehouse Built on the Thick Alluvial Clay(Part2: Comparison between Analysis and Measurement) (2003)
  • Sahara Mamoru ID: 9000258502195

    Obayashi Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Consolildation Behavior of the Storehouse Built on the Thick Alluvial Clay(Part1:Adoption of Raft Foundation Over the Improved Surface Soil and Measurement) (2003)
  • Sahara Mamoru ID: 9000258502207

    Obayashi Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Analysis of Load-settlement Behavior of Pile Group and Pailed Laft Foundation -Part 2 Elasto-plastic Inter-face Function at Round and Tip of Pile- (2003)
  • Sahara Mamoru ID: 9000258507096

    OBAYASHI CORPORATION (2004 from CiNii)

    Articles in CiNii:1

    • Evaluation for soil spring around pile for hybrid settlement analysis Part3: Analysis of pile group by the proposed evaluation method (2004)
  • Sahara Mamoru ID: 9000258507100

    OBAYASHI CORPORATION (2004 from CiNii)

    Articles in CiNii:1

    • Evaluation for soil spring around pile for hybrid settlement analysis<br>Part2:Evaluation method for soil spring around pile by hybrid analysis (2004)
  • Sahara Mamoru ID: 9000258507102

    OBAYASHI CORPORATION (2004 from CiNii)

    Articles in CiNii:1

    • Evaluation for soil spring around pile for hybrid settlement analysis Part1:Single pile loading test results and simulation analysis (2004)
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