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Stability of embankments of frictional materials retaining low-frictional fill
Stability calculations of embankment, used as walling for slurry pond, made of coarse crushed stone waste; it is concluded that stability cannot be usefully assessed in terms of overall factor of safety based on continuous slip surface; in all cases factor of safety should relate to embankment and exclude fill; slip field determination by use of small scale 2-dimensional models.
Stability of embankments of frictional materials retaining low-frictional fill
Stability calculations of embankment, used as walling for slurry pond, made of coarse crushed stone waste; it is concluded that stability cannot be usefully assessed in terms of overall factor of safety based on continuous slip surface; in all cases factor of safety should relate to embankment and exclude fill; slip field determination by use of small scale 2-dimensional models.
Stability of embankments of frictional materials retaining low-frictional fill
Geotechnique
Naylor, A.H. (author) / Stuart, J.O. (author) / Edu, N.K. (author)
Geotechnique ; 11
1961
7 pages
Article (Journal)
English
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