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Geomorphological study on the angle of talus slope

Research Project

Project/Area Number 02680197
Research Category

Grant-in-Aid for General Scientific Research (C)

Allocation TypeSingle-year Grants
Research Field 自然地理学
Research InstitutionUniversity of Tsukuba

Principal Investigator

NATSUKURA Yukinori  Institute of Geoscience, University of Tsukuba Associate Professor, 地球科学系, 助教授 (80107341)

Co-Investigator(Kenkyū-buntansha) SUNAMURA Tsuguo  Institute of Geoscience University of Tsukuba Professor, 地球科学系, 教授 (00011164)
Project Period (FY) 1990 – 1991
Project Status Completed (Fiscal Year 1991)
Budget Amount *help
¥2,100,000 (Direct Cost: ¥2,100,000)
Fiscal Year 1991: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1990: ¥1,400,000 (Direct Cost: ¥1,400,000)
KeywordsTalus / Slope process / Angle of repose / Avalanching / Angle of shearing resistance
Research Abstract

The maximum stable angle of slope of dry granular materials, alpha_c, is thought to be equal to their angle of shearing resistance, phi. No explicit explanation, however, has been provided, on a physical basis, to the alpha_c - phi relationship. The present study tackled this issue by using aluminum rods through tilting experiments and direct shear tests. Test results show that alpha_c is controlled by rolling of individual particles, and its controlling mechanism is essentially different from that Of phi.

Report

(3 results)
  • 1991 Annual Research Report   Final Research Report Summary
  • 1990 Annual Research Report
  • Research Products

    (8 results)

All Other

All Publications (8 results)

  • [Publications] Onda,Y.and Matsukura,Y.: "Depth of avalavehine on slopes conmposed of two-dimensional granular assemblies" Annual Repart of the Institute of Geoscience, University of Tsukuba. 16. 30-32 (1990)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Onda,Y.and Matsukura,Y.: "Is the maximum stable auqle of slope of granulor assemblies comporable to the angle of shearing resistance?" Transactions of the Japanese Geomorplidogical Unisn. 12. 147-154 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Onda, Y. and Matsukura, Y.: "Depth of avalanching on slopes composed of two-dimensional granular assemblies" Annual Report of the Institute of Geoscience, University of Tsukuba. No 16. 30-32 (1990)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Onda, Y. and Matsukura, Y.: "Is the Maximum stable angle of slope of granular assemblies compared to the angle of shearing resistance?" Transactions of the Japanese Geomorphological Union. 12. 147-154 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Onda,Y.and Matsukura,Y.: "Depth of avalanching on slopes composed of twoーdimensisnd granular assembles" Annuel Report of the Institute of Geoscience,University of Tsukuba. 16. 30-32 (1990)

    • Related Report
      1991 Annual Research Report
  • [Publications] Onda,Y.Matsukura,Y.: "Is the maximum stable augle of slope of granular assemblies comparable to the angle of shearing resistance?" Transactions of the Japanese Geomorphological Union. 12. 147-154 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] Onda,Y.and Matsukura,Y.: "Is the maximum stable angle of slope of granular assemblies comparable to the angle of shearing resistance?" Transactions of the Japanese Geomorphological Union(地形). 12. (1991)

    • Related Report
      1990 Annual Research Report
  • [Publications] 松倉 公憲: "崖錐斜面の勾配と斜面構成物質の安息角およびせん断抵抗角との関係について" TAGS. 3. (1991)

    • Related Report
      1990 Annual Research Report

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Published: 1990-04-01   Modified: 2016-04-21  

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