Advances in Materials Science and Engineering / 2016 / Article / Fig 19

Research Article

Stability of Slopes Reinforced with Truncated Piles

Figure 19

Failure mode of a slope with piles C = 1.05 at different sections (note: the solid line shows the potential slip surface of the unreinforced slope).
(a) Through pile center line at = 0
(b) Through soil midway between piles = 0.8 m

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