Search Results1-8 of  8

  • MONMA Keiichi ID: 9000000270227

    建設省土木研究所砂防部 (2000 from CiNii)

    Articles in CiNii:1

    • A STUDY ON A METHOD FOR DETERMING CRITICAL LINE USING GIOMORPHOLOGICAL FACTORS OF SLOPE FAILURES DURING HEAVY RAINFALL (2000)
  • MONMA Keiichi ID: 9000000652257

    Articles in CiNii:7

    • The Image measurement of the rock slope by Digital Pictures and ITV pictures (2002)
    • A monitoring example of displacement behavior proceeding to failure at the toppling rock slope (2002)
    • 岩盤斜面内亀裂探査への地下レ-ダ-の適用性 (1995)
  • MONMA Keiichi ID: 9000003649954

    東亜グラウト工業株式会社 (2004 from CiNii)

    Articles in CiNii:4

    • STUDY ON THE APPLICATION OF DISCONTINUOUS DEFORMATION ANALYSIS TO EVALUATE THE MECHANISM OF ROCK SLOPE INSTABILITY (2004)
    • アンカー工を施工した急傾斜地における地震時挙動の計測結果 (地震防災特集) (2000)
    • アンカー工を施工した急傾斜地における地震時挙動の計測結果 (2001)
  • MONMA Keiichi ID: 9000004996579

    Public Works Research Institute, Ministry of Construction (2000 from CiNii)

    Articles in CiNii:8

    • Examination on the effective physical parameters for prediction of the steep sandy slope failure due to rainfall (2000)
    • Evaluation of Shear Deformation and Failure of Slope by AE Parameters (1996)
    • A Topographical Study on Forecasting Failures Spots on the Shirasu Slope (1997)
  • MONMA Keiichi ID: 9000254805318

    JAPAN SOCIETY OF CIVIL ENGINEERS (2000 from CiNii)

    Articles in CiNii:1

    • A Study on a Method for Determing Critical Line Using Giomorphological Factors of Slope Failures during Heavy Rainfall. (2000)
  • MONMA Keiichi ID: 9000254808755

    社団法人 土木学会|東亜グラウト工業株式会社|元国土交通省土木研究所 砂防技術総括 (2004 from CiNii)

    Articles in CiNii:1

    • STUDY ON THE APPLICATION OF DISCONTINUOUS DEFORMATION ANALYSIS TO EVALUATE THE MECHANISM OF ROCK SLOPE INSTABILITY (2004)
  • MONMA Keiichi ID: 9000256458572

    建設省土木研究所急傾斜地崩壊研究室 (1997 from CiNii)

    Articles in CiNii:1

    • A Topographical Study on Forecasting Failures Spots on the Shirasu Slope (1997)
  • MONMA Keiichi ID: 9000256459054

    Public Works Research Institute, Ministry of Construction (2000 from CiNii)

    Articles in CiNii:1

    • Examination on the effective physical parameters for the prediction of the steep sandy slope failure due to rainfall (2000)
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