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Fig. 17 | Geoenvironmental Disasters

Fig. 17

From: Investigation for the initiation of a loess landslide based on the unsaturated permeability and strength theory

Fig. 17

The simulated results of the pore water pressure in the slope at different times (a) At the end of 100 days, Fs = 1.43; (b) At the end of the first year, Fs = 1.43; (c) At the end of the 4th year and 100 days, Fs = 1.44; (d) At the end of the 5th year, Fs = 1.43; (e) At the end of the 9th year and 100 days, Fs = 1.36; (f) At the end of the 9th year, Fs = 1.29; (g) At the end of the 14th year and 100 days, Fs = 1.03; (h) At the end of the 14th year, Fs = 1.01

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