35. Stability Improvement of Slope Using Anti-Slide Piles in PLAXIS 2D
๐๐จ๐ฆ๐ฉ๐ซ๐๐ก๐๐ง๐ฌ๐ข๐ฏ๐ ๐๐ฅ๐จ๐ฉ๐ ๐๐ญ๐๐๐ข๐ฅ๐ข๐ญ๐ฒ ๐๐ง๐๐ฅ๐ฒ๐ฌ๐ข๐ฌ ๐๐ฌ๐ข๐ง๐ ๐๐๐๐๐๐ ๐๐ In this tutorial, the stability improvement of a slope using anti-slide piles in PLAXIS 2D was demonstrated. The concept of anti-slide piles and their role in resisting lateral soil movement and enhancing slope stability were explained. It was shown how these piles act as retaining members that transfer sliding forces to deeper, more stable layers. The step-by-step modelling procedure in PLAXIS 2D was presented using the Embedded Beam Row element to simulate pileโsoil interaction. The mechanism of embedded piles, including the use of skin and foot interfaces, was discussed in detail. Finally, it was illustrated that reinforcing the slope with anti-slide piles significantly increases the global factor of safety of the slope. ๐๐จ ๐ซ๐๐ ๐ข๐ฌ๐ญ๐๐ซ ๐๐จ๐ซ ๐ญ๐ก๐ ๐๐จ๐ฎ๐ซ๐ฌ๐ ๐๐ง๐ ๐ ๐๐ญ ๐๐ฎ๐ฅ๐ฅ ๐๐๐๐๐ฌ๐ฌ, ๐ฉ๐ฅ๐๐๐ฌ๐ ๐๐จ๐ง๐ญ๐๐๐ญ ๐ฎ๐ฌ ๐๐ญ: ๐๐ฆ๐๐ข๐ฅ: ๐ ๐๐จ๐ญ๐๐๐ก๐ง๐ข๐๐๐ฅ.๐๐๐๐๐๐ฆ๐ฒ@๐ ๐ฆ๐๐ข๐ฅ.๐๐จ๐ฆ ๐๐ก๐๐ญ๐ฌ๐๐ฉ๐ฉ: +๐๐ ๐๐๐ ๐๐๐ ๐๐๐๐ ๐๐ซ ๐๐ง๐ซ๐จ๐ฅ ๐๐จ๐ฐ: https://nichirvan-ramadhan-taher-s-sc...

36. Embankment Construction on Soft Soil Layer Improved with Stone Columns Using PLAXIS 2D

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31. Stability Analysis of a Reservoir Dam under Rapid Drawdown Condition Using PLAXIS 2D

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39. Stabilization of Weak Rock Slope Using Rock Bolts in PLAXIS 2D

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