EXPERIMENTAL STUDY ON ROCK SLOPE STABILITY BY THE USE OF A CENTRIFUGE

A series of physical model experiments with the use of a centrifuge are carried out to make clear the progressive failure process of rock slopes and the influence of discontinuities. The initiation of the progressive failure process, the stable-unstable transition and the limiting equilibrium have been discussed by monitoring the strain on the upper surface of the slope. It is pointed out that the stable-unstable transition may present a designing method of rock slope by the peak strength of the rock mass. The number of the covering abstract of the congress is TRIS no. 385148. (TRRL)

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  • Supplemental Notes:
    • This paper was presented at the Fifth International Congress on Rock Mechanics, Melbourne, Australia, 1983, Volume 2, Theme C.
  • Corporate Authors:

    AA Balkema

    P.O. Box 1675
    Rotterdam,   Netherlands  BR-3000

    Australasian Institute of Mining and Metallurgy

    204 Lygon Street
    Carlton, Victoria  Australia  3053
  • Authors:
    • Sugawara, K
    • Akimoto, M
    • Kaneko, K
    • Okamura, H
  • Publication Date: 1983

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Filing Info

  • Accession Number: 00385189
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 90 6191 237 7
  • Report/Paper Numbers: BOOK
  • Files: ITRD, TRIS, ATRI
  • Created Date: Jun 28 1984 12:00AM