Therefore, the CBH [l.sub.cr0] of the vertical slabbed rock slope under its self-weight is
Therefore, in order to make the study result more applicable, the study on the CBH of the consequent slabbed rock slope shown in Figure 1 is done next.
Therefore, according to the calculation result of the vertical slabbed rock slope, namely, substituting [gamma]t into (11) with [gamma]t (sin [alpha]-cos [alpha] x tan [phi]), the CBH [l.sub.crl] of the consequent slabbed rock slope under its self-weight is
It can be seen that the vertical slabbed rock slope is a special case of the consequent one.
Flexural Buckling Model for the Consequent Slabbed Rock Slope under Self-Weight and Top Loading Assuming the Rock to Be a Perfect Elastic Material
Although the flexural buckling model for the consequent slabbed rock slope under its self-weight is only discussed in Section 2, there are many other loads such as the transportation and building loads on the slope top in many conditions.
Therefore, the CBH [l.sub.cr2] of the slabbed rock slope is