Advances in Materials Science and Engineering / 2016 / Article / Fig 13

Research Article

Stability of Slopes Reinforced with Truncated Piles

Figure 13

Failure mode of a slope with piles = 0 at different sections.
(a) Through pile center line at = 0
(b) Through soil midway between piles at = 0.8 m

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.