35. Stability Improvement of Slope Using Anti-Slide Piles in PLAXIS 2D

๐‚๐จ๐ฆ๐ฉ๐ซ๐ž๐ก๐ž๐ง๐ฌ๐ข๐ฏ๐ž ๐’๐ฅ๐จ๐ฉ๐ž ๐’๐ญ๐š๐›๐ข๐ฅ๐ข๐ญ๐ฒ ๐€๐ง๐š๐ฅ๐ฒ๐ฌ๐ข๐ฌ ๐”๐ฌ๐ข๐ง๐  ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ๐ƒ 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 pileโ€“soil 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. ๐“๐จ ๐ซ๐ž๐ ๐ข๐ฌ๐ญ๐ž๐ซ ๐Ÿ๐จ๐ซ ๐ญ๐ก๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž ๐š๐ง๐ ๐ ๐ž๐ญ ๐Ÿ๐ฎ๐ฅ๐ฅ ๐š๐œ๐œ๐ž๐ฌ๐ฌ, ๐ฉ๐ฅ๐ž๐š๐ฌ๐ž ๐œ๐จ๐ง๐ญ๐š๐œ๐ญ ๐ฎ๐ฌ ๐š๐ญ: ๐„๐ฆ๐š๐ข๐ฅ: ๐ ๐ž๐จ๐ญ๐ž๐œ๐ก๐ง๐ข๐œ๐š๐ฅ.๐š๐œ๐š๐๐ž๐ฆ๐ฒ@๐ ๐ฆ๐š๐ข๐ฅ.๐œ๐จ๐ฆ ๐–๐ก๐š๐ญ๐ฌ๐€๐ฉ๐ฉ: +๐Ÿ—๐ŸŽ ๐Ÿ“๐Ÿ‘๐Ÿ– ๐Ÿ”๐Ÿ”๐ŸŽ ๐Ÿ๐Ÿ’๐Ÿ๐Ÿ– ๐Ž๐ซ ๐„๐ง๐ซ๐จ๐ฅ ๐๐จ๐ฐ: 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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Unbelievable Smart Worker & Hilarious Fails | Construction Compilation #8 #adamrose #smartworkers
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