Page 264 - Engineering Rock Mass Classification_ Tunnelling, Foundations and Landslides
P. 264

224 Engineering Rock Mass Classification

  FIGURE 17.12 Some types of complex slope movements.

      The orientation of platy clay particles takes place in a thin zone along the slip surface.
  As such, the strength parameters along the actual slip surface are significantly lower than
  those along any other assumed slip surface.

  ROCK SLOPE FAILURES

  Natural rock slopes support the foundations of dams, penstocks, buildings, abutments of
  bridges, and transmission towers. From a design aspect, it is essential to recognize the
  types of rock slides, which are often complex. Table 17.3 describes these failure modes
   259   260   261   262   263   264   265   266   267   268   269