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3-D stability analysis of colossal collapse of Mt.Hakusan

Research Project

Project/Area Number 06555137
Research Category

Grant-in-Aid for Developmental Scientific Research (B)

Allocation TypeSingle-year Grants
Research Field Geotechnical engineering
Research InstitutionKanazawa University

Principal Investigator

OHTA Hideki  KANAZAWA-UNIV.CIVIL Eng. professor, 工学部, 教授 (80026187)

Co-Investigator(Kenkyū-buntansha) IIZUKA Atsushi  KANAZAWA-UNIV.CIVIL Eng. associte professor, 工学部, 助教授 (40184361)
Project Period (FY) 1994 – 1995
Project Status Completed (Fiscal Year 1995)
Budget Amount *help
¥1,200,000 (Direct Cost: ¥1,200,000)
Fiscal Year 1995: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1994: ¥700,000 (Direct Cost: ¥700,000)
Keywordsslip plane / mountain collapse / clay / ground water / weak plane / stability / wedge slide / numerical analysis / 斜面崩壊 / スベリ / すべり粘土 / 断層 / 亀裂 / 岩塊 / 3次元安定解析 / スベリ岩体 / 不連続面 / 地下水位 / 岩・水連成問題
Research Abstract

The bodies of mountains are made of rocks which contain a number of cracks with thin layrs of clay. Many of the mountain collapse are triggered by the increase in the water pressure acting on such planes of separation in the rock mass. In order to analyze the mountain collapse, it is needed a computer program which deals with a three dimensional configuration of the rock mass containing a number of plane of separation. In this research project, we have developed a computer program designed for this purpose and apply the program to analyze the colssal collapse of Mt.Hakusan (The White Mountain, 2703m). For a purpose of calibration, many cases of mountain collapse mainly experienced in Noto area where rock materials are extremely weak are analyzed by the developed program. The results of these trial analyzes are basically satisfactory. One of the input data needed in the analysys is the stength of the thin clay material resting in the gap of the planes of separation. We have successfully taken undisturbed samples of thin clay and tested then in a shear box under conditions of constant volume. How to take the samples and how to test them are also the useful harvest of this research project.

Report

(3 results)
  • 1995 Annual Research Report   Final Research Report Summary
  • 1994 Annual Research Report
  • Research Products

    (15 results)

All Other

All Publications (15 results)

  • [Publications] 太田秀樹 他3名: "切取軟岩のり面の長期挙動" 土木学会論文集. III-22. 15-24 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 大森晃治・太田秀樹: "山岳崩壊の予測-大自然の驚異・巨大な力のバランスを解析する-" 土木学会誌. No.12. 17-19 (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 太田秀樹 他4名: "一面せん断の力学的意義と結果の解釈" 直接型せん断試験の方法と適用に関するシンポジウム発表論文集. 147-154 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 太田秀樹 他3名: "討議・回答" 土木学会論文集. III-31. 211-215 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Hideki OHTA.etc: "Case Study of a Colossal Rocks Mass Slide Olong Discontinuity Surface." 投稿中. (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] S.Kaneko, Y.Tasaka, H.Ohta, A.Iizuka.: "Evaluation of the Initial Stress State in Soft Clay Considreing the Fluctuation of Underground Pressure Head -2 : Detemination of Parameters" the 28th japan national conference on soil mechanics and foundatiuon engineering. 1463-1466

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] S.Kaneko, Y.Tasaka, H.Ohta, A.Iizuka.: "Evaluation of the Initial Stress State in Soft Clay Considreing the Fluctuation of Underground Pressure Head -2 : Detemination of FEM Analysis." the 28th japan national conference on soil mechanics and foundatiuon engineering. 1467-1470

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] T.Takahashi, H.Ohta, T.Matsumoto, Y.Morikawa, F.Nakahara.: "Time-dependency characterisitics of in-situ deposited sand." the 29th japan national conference on soil mechanics and foundatiuon engineering. 385-388

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] F.Nakahara, H.Ohta, T.Matsumoto: "Stress history dependency of in-situ deposited sedimentary sand." the 29th japan national conference on soil mechanics and foundatiuon engineering. 427-430

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 太田秀樹: "切取軟岩のり面の長期挙動" 土木学会論文集. III-22. 15-24 (1993)

    • Related Report
      1995 Annual Research Report
  • [Publications] 大森晃治・太田秀樹: "山岳崩壊の予測-大自然の驚異・巨大な力のバランスを解析する-" 土木学会誌. No.12. 17-19 (1994)

    • Related Report
      1995 Annual Research Report
  • [Publications] 太田秀樹 他4名: "一面せん断の力学的意義と結果の解釈" 直接せん断試験の方法と適用に関するシンポジウム発表論文集. 147-154 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 太田秀樹 他3名: "討義・回答" 土木学会論文集. III-31. 211-215 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 太田秀樹,他: "甚之助谷左岸における大規模崩壊の3次元斜面安定解析" 土木学会第49回年次学術講演会概要集. III. 898-899 (1994)

    • Related Report
      1994 Annual Research Report
  • [Publications] 大森晃治,太田秀樹: "山岳崩壊の予測" 土木学会誌 12月号. 79. 17-19 (1994)

    • Related Report
      1994 Annual Research Report

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Published: 1994-04-01   Modified: 2016-04-21  

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