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Analytical Methods for Rock Slope Analysis

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Rock Mechanics

Part of the book series: International Centre for Mechanical Sciences ((CISM,volume 165))

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Abstract

Although a rock slope is not normally thought of as an engineering structure in the conventional meaning of the word — probably because it is either a natural slope or, if man-made, a kind of negative structure built by taking material away rather than by assembling it together — its design follows basically the same principles and requirements as that of any other structure. The solution of any structural problem requires first the definition, knowledge or assumption of five essential factors:

  1. 1)

    The geometry of the entire structure i.e. its external boundaries and its internal discontinuities (e.g. geological boundaries).

  2. 2)

    The external loads and body forces (static and dynamic) and force histories to which the structure is exposed.

  3. 3)

    The relevant mechanical properties of the materials which constitute the structure.

  4. 4)

    A definition and mechanism of failure and a criterion for its initiation or progression, which all are highly dependent on the type of structure and the purpose which the structure has to serve.

  5. 5)

    The factor of safety or the acceptable probability of failure based on past design experience and in effect a factor of overdesign necessary because of insufficient knowledge of any of the four previous factors.

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References

  1. Bishop, A.W., “The use of the stability circle in the stability analysis of earth slopes”, Géotechnique, Vol. 5, No. 1, 1955, pp. 7–17.

    Article  Google Scholar 

  2. Bishop, A.W. and Morgenstern, N.R., “Stability coefficients for earth slopes”, Géotechnique, Vol. 10, No. 4, 1960, pp. 129–150.

    Article  Google Scholar 

  3. Bray, J.W., Personal communication, 1972.

    Google Scholar 

  4. Fellenius, W., “Erdstatische Berechnungen mit Reibung und Kohäsion”, Ernst Verlag, Berlin, 1927.

    MATH  Google Scholar 

  5. Fröhlich, O.K., “On the danger of sliding of the upstream embankment of an earth dam”, Trans. 4th Congress on Large Dams, Vol. 1, 1951, p. 329.

    Google Scholar 

  6. Hoek, E., “Estimating the stability of excavated slopes in Open Cast Mines”, Trans. Inst. Min Metal. London, Vol. 79, 1970, pp. A109-Al20.

    Google Scholar 

  7. Jaeger, J.C., “Friction of rocks and stability of rock slopes”, Eleventh Rankine Lecture, Géotechnique, Vol. 21, No. 2, 1971, pp. 97–134.

    Article  Google Scholar 

  8. Jennings, J.E. and Robertson, A.M., “The stability of slopes cut into natural rock”, Proc. 7th Intl. Conf. Soil Mech. Found. Eng., Mexico 1969, Vol. 2, pp. 585–590.

    Google Scholar 

  9. Jennings, J.E., “A mathematical theory for the calculation of the stability of slopes in open cast mines”, Proc. Symp. on Planning Open Pit Mines, Johannesburg 1970, pp. 87–102.

    Google Scholar 

  10. Morgenstern, N.R., “Ultimate behaviour of rock structures”, Chapter 10 in ‘Rock Mechanics in Engineering Practice’, ed. Stagg and Zinkiewicz, Wiley, London, 1968.

    Google Scholar 

  11. Morgenstern, N.R. and Price, V.E., “The analysis of the stability of general slip surfaces”, Géotechnique, Vol. 15, 1965, pp. 79–93.

    Article  Google Scholar 

  12. Rock Mechanics Information Service, “Bibliography on slope stability”, Rock Mechanics Abstracts, Vol. 1, No. 3, 1970, pp. 269–296.

    Google Scholar 

  13. Taylor, D.W., “Stability of earth slopes”, J. Boston Soc. Civ. Engrs., Vol. 24, 1937, pp. 337–386.

    Google Scholar 

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© 1972 Springer-Verlag Wien

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Kutter, H.K. (1972). Analytical Methods for Rock Slope Analysis. In: Müller, L. (eds) Rock Mechanics. International Centre for Mechanical Sciences, vol 165. Springer, Vienna. https://doi.org/10.1007/978-3-7091-4109-0_11

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  • DOI: https://doi.org/10.1007/978-3-7091-4109-0_11

  • Publisher Name: Springer, Vienna

  • Print ISBN: 978-3-211-81301-0

  • Online ISBN: 978-3-7091-4109-0

  • eBook Packages: Springer Book Archive

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