Advances in Civil Engineering / 2018 / Article / Fig 11

Research Article

Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement

Figure 11

Permanent displacements during the test. (a) Hw = 0 m. (b) Hw = 0.6 m. (c) Hw = 0.7 m. (d) Hw = 0.8 m.
(a)
(b)
(c)
(d)

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