Advances in Materials Science and Engineering / 2016 / Article / Fig 21

Research Article

Stability of Slopes Reinforced with Truncated Piles

Figure 21

Failure mode of piled slopes for Model (at = 0 section).
(a) C = 0
(b) C = 0.32
(c) C = 0.65
(d) C = 0.97
(e) C = 1.0

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