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After an individual slump in a canyon, however, the material tends to continue falling in a series of slumps until the sediment mass attains a lesser, more stable slope.
That is, the "unconditionally stable" slope is not unconditionally stable.
Hence, the "unconditionally stable" slope is not unconditionally stable.
The FS generated for slope EN14 was 1.12, implying marginally stable slope (Fig. 10).
From Fig. 13; FS is 3.4 at 5 m slope height which signifies a very stable slope.
However, from Figure 5, we see that overland water flow causes the stable slope to become unstable.
Similar(42)
Generally the T-value of shallow landslides was larger than the T-value of stable slopes.
In sub-area 1, 2, and 3, a few data predicted wrongly stable slopes.
To test the topographical model, some stable slopes which are shallow landslide-prone were selected.
Whether so-called unconditionally stable slopes can still remain stable under overland water flow quires further study.
Therefore, stable slopes for each geotechnical zone and prepared sections were calculated and presented as a function of slope height.
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