Search Results1-20 of  25

  • 1 / 2
  • AOKI Masamichi ID: 9000005401936

    Articles in CiNii:56

    • 杭径比の大きな新しい「多段拡径場所打ちコンクリート杭工法」の開発と一般工法評定の取得 (2007)
    • 事例 引抜き抵抗杭を用いた直接基礎建物の基礎設計例 (特集 これからの建築基礎構造--杭基礎を中心に) (2000)
    • 特別記事 「建築基礎構造設計指針」改定の概要 (2002)
  • AOKI Masamichi ID: 9000005982973

    Research and Development Institute, Takenaka Corporation (1998 from CiNii)

    Articles in CiNii:4

    • Study ofload-settlement vurve of bearing stratum on the basis of plate loading test result (1998)
    • Input values for earth retaining structure design for winklerian model : : part1. Evaluation of retained side lateral pressure (1998)
    • Input values for earth retaining structure design for winklerian model : : Part2. Evaluation of Excavated side later pressure (1998)
  • AOKI Masamichi ID: 9000242538151

    Takenaka Corporation (2013 from CiNii)

    Articles in CiNii:1

    • 21561 Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior : Part-7 Study on Soil and Foundation (2013)
  • AOKI Masamichi ID: 9000258070603

    Manager, Takenaka Research & Development Institute, M. Eng. (2013 from CiNii)

    Articles in CiNii:1

    • EXAMINATION ON ULTIMATE BEARING CAPACITY OF FOOTING BY REGID PLASTIC FINITE ELEMENT ANALYSIS (2013)
  • AOKI Masamichi ID: 9000272270769

    Takenaka Corporation (2014 from CiNii)

    Articles in CiNii:1

    • 21511 "Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior" : Part11 Dynamic Centrifuge Model Tests of Soil-Structure Systems (2) Uplifting Behavior (2014)
  • AOKI Masamichi ID: 9000272270783

    Takenaka Corporation (2014 from CiNii)

    Articles in CiNii:1

    • 21513 Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior : Part13 Rocking Test(1):Outline and Bearing Capacity and Settlement of Ground (2014)
  • AOKI Masamichi ID: 9000283150576

    Senior Manager, Takenaka Corp., Engineering Department, M. Eng. (2009 from CiNii)

    Articles in CiNii:1

    • CENTRIFUGE MODEL TESTS ON UPLIFT RESISTANCE OF BELLED PILE IN SAND (2009)
  • AOKI Masamichi ID: 9000283568291

    Construction Technology R&D Dept., Research & Development Institute, Takenaka Corporation (2013 from CiNii)

    Articles in CiNii:1

    • FIELD CONSTRUCTION TEST OF CAST-IN-PLACE CONCRETE PILE USING HIGH-STRENGTH CONCRETE (2013)
  • AOKI Masamichi ID: 9000283568686

    Takenaka Corporation (2013 from CiNii)

    Articles in CiNii:1

    • BEARING CAPACITY ANALYSIS OF EMBEDDED FOUNDATION BY RIGID PLASTIC FINITE ELEMENT METHOD (2013)
  • AOKI Masamichi ID: 9000283568691

    Takenaka Corporation (2013 from CiNii)

    Articles in CiNii:1

    • ANALYSIS OF ULTIMATE BEARING CAPACITY OF FOOTING OF TWO LAYERED CLAYEY SOIL SYSTEM BY RIGID PLASTIC FINITE ELEMENT METHOD (2013)
  • AOKI Masamichi ID: 9000283604315

    Research and Development Institute, Takenaka Corporation (2007 from CiNii)

    Articles in CiNii:1

    • Behavior of earth retaining wall with strut-type soil improvement in soft ground (2007)
  • AOKI Masamichi ID: 9000345286455

    Executive Manager, Takenaka Research & Development Institute, Mr.Eng. (2016 from CiNii)

    Articles in CiNii:1

    • RIGID PLASTIC FEM ANALYSIS CONSIDERING INCLINED LOAD AND SIZE EFFECTS ON ULTIMATE BEARING CAPACITY OF SPREAD FOUNDATION ON SANDY SOILS (2016)
  • AOKI Masamichi ID: 9000368938693

    Research & Development Institute, Takenaka Corporation (2017 from CiNii)

    Articles in CiNii:1

    • FIELD CONSTRUCTION TESTS OF CAST-IN-PLACE CONCRETE PILES USING HIGH-STRENGTH CONCRETE (Fc100N/mm<sup>2</sup>) (2017)
  • Aoki Masamichi ID: 9000258497216

    R&D Institute, Takenaka Corp. (2002 from CiNii)

    Articles in CiNii:1

    • Evaluation of Retaining Wall with Ground Improvement using Beam-Spring Analysis Method. (2002)
  • Aoki Masamichi ID: 9000258501983

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Large scale and steep slope excavated with ground anchor-Part2:Evaluation of the proposal model estimating horizontal ground displacement- (2003)
  • Aoki Masamichi ID: 9000258501987

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Large scale and steep slope excavated with ground anchor - Part1:-Outline of Measurement Plan and Results - (2003)
  • Aoki Masamichi ID: 9000258502201

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Behavior of ground heaving and settlement in mudstone ground during large construction.Part2 Comparison between measurement and calculated result of ground heaving (2003)
  • Aoki Masamichi ID: 9000258502204

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Behavior of ground heaving and settlement in mudstone ground during large construction.Part1 Outline of construction and measurement result (2003)
  • Aoki Masamichi ID: 9000258502942

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Evaluating an Anisotropy of permeability with observed groundwater level behind an impermeable wall -Part2: Verification of the evaluating with observed groundwater level on the actual site- (2003)
  • Aoki Masamichi ID: 9000258502945

    Takenaka Corporation (2003 from CiNii)

    Articles in CiNii:1

    • Evaluating an Anisotropy of permeability with observed groundwater level behind an impermeable wall. -Part1: Examination of the evaluating- (2003)
  • 1 / 2
Page Top