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(a)
(b)
Fig. 4.68
(a) Anchors stabilizing the slope in the campus of the University of Hong Kong; (b) Concrete piers for
landslide control in Sichuan Province of China
Fig. 4.69
Critical 10 min. rainfall intensity,
I
10
, and antecedent rainfall index,
P
a
, for triggering debris flows in the
Jiangjia Ravine, Xiaojiang watershed on the Yunnan-Guizhou Plateau of China (after Chen, 1985)
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