Search Results1-14 of  14

  • KAIHARA Soichi ID: 9000000446382

    Articles in CiNii:8

    • River bed degradation measurement by degradation sensor during a flood of the Hime River (2001)
    • A study on the method of critical line in the each slope using data envelopment analysis (2003)
    • A method of establishing objective priority order of construction of countermeasure facilities against steep slope failure using data envelopment analysis (2004)
  • KAIHARA Soichi ID: 9000255836052

    Eight Consultants Co., Ltd. (2003 from CiNii)

    Articles in CiNii:1

    • A control effect of trees on debris flow at Higashinokawa River basin, Wakayama Prefecture on Aug 21<sup>st</sup>, 2001 (2003)
  • KAIHARA Soichi ID: 9000256459148

    Erosion and Sediment Control Division, Public Works Research Institute, Ministry of Construction (2001 from CiNii)

    Articles in CiNii:1

    • River bed degradation measurement by degradation sensor during a flood of the Hime River (2001)
  • KAIHARA Soichi ID: 9000256459604

    Eight Consultants Co., Ltd. (2003 from CiNii)

    Articles in CiNii:1

    • A study on the method of critical line in the each slope using data envelopment analysis (2003)
  • KAIHARA Soichi ID: 9000256459701

    Eight Consultants Co., Ltd. (2004 from CiNii)

    Articles in CiNii:1

    • A method of establishing objective priority order of construction of countermeasure facilities against steep slope failure using data envelopment analysis (2004)
  • KAIHARA Soichi ID: 9000311067607

    Eight-Japan Engineering Consultants Inc. (2013 from CiNii)

    Articles in CiNii:1

    • Rainfall conditions result in intensive deep-seated landslides : Rainfall analysis for typhoon No.12 in 2011 (2013)
  • KAIHARA Soichi ID: 9000311067811

    Eight-Japan Engineering Consultants Inc. (2014 from CiNii)

    Articles in CiNii:1

    • The points of countermeasures for landslide dam adjacent to unstable deep-seated landslide slope in which frequent debris discharge occurs-Referring to the countermeasures taken in Akadani landslide dam caused by Typhoon 12, 2011 (2014)
  • KAIHARA Soichi ID: 9000345200302

    Japan Conservation Engineers & Co., Ltd. (2014 from CiNii)

    Articles in CiNii:1

    • A large re-slide occurred on a deep-seated landslide slope on September 21, 2013, 5 days after Typhoon No.18 (2014)
  • KAIHARA Soichi ID: 9000345200419

    Eight-Japan Engineering Consultants Inc. (2014 from CiNii)

    Articles in CiNii:1

    • The effect of seepage on prediction of water level in a natural dam (2014)
  • KAIHARA Soichi ID: 9000347128710

    Eight-Japan Engineering Consultants Inc. (2016 from CiNii)

    Articles in CiNii:1

    • Verifications of the noise reduction by down hole sentinel vibration sensors for "Deep-seated landslide detection" and "Detectable landslide volume" in the Kii peninsula (2016)
  • KAIHARA Soichi ID: 9000347128810

    Eight-Japan Engineering Consultants Inc. (2016 from CiNii)

    Articles in CiNii:1

    • Large-scale erosion and sediment discharge at landslide dams and issues with countermeasures during Typhoon No.11(Halong)on August 10, 2014 (2016)
  • KAIHARA Soichi ID: 9000347128845

    Eight-Japan Engineering Consultants Inc. (2015 from CiNii)

    Articles in CiNii:1

    • Differences in hydrological and erosion conditions caused by the internal structure of a landslide dam (2015)
  • KAIHARA Soichi ID: 9000390884525

    Eight-Japan Engineering Consultants Inc (2017 from CiNii)

    Articles in CiNii:1

    • Occurrence and non-occurrence of the extraction conditions and the occurrence of deep-seated landslide important factor using rough set (2017)
  • KAIHARA Soichi ID: 9000405105376

    Eight-Japan Engineering Consultants Inc. (2018 from CiNii)

    Articles in CiNii:1

    • Sediment-related disasters caused by heavy rain in July 2018 in Okayama Prefecture, Japan (2018)
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