Lesson 27. Elasto Plastic Analysis of Undrained Footing Using PLAXIS 3D

  ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 159

GeoStruct Academy

GeoStruct Academy

ะšาฏะฝ ะฑาฑั€ั‹ะฝ

๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐’๐ก๐š๐ฅ๐ฅ๐จ๐ฐ ๐…๐จ๐ฎ๐ง๐๐š๐ญ๐ข๐จ๐ง ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž ๐Ÿ๐ซ๐จ๐ฆ ๐“๐ก๐ž๐จ๐ซ๐ฒ ๐ญ๐จ ๐๐ซ๐š๐œ๐ญ๐ข๐œ๐ž:
In this lesson, you will learn to model and analyze the elasto-plastic behavior of an undrained footing using PLAXIS 3D. You will set up the geometry and mesh, input material properties, apply boundary conditions and loading, run the calculation, and interpret the results. Undrained conditions are emphasized, as they increase pore pressure, reducing shear strength and potentially leading to failure.
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๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž
๐‹๐ž๐š๐ซ๐ง ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐จ๐ง๐ฅ๐ข๐ง๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ซ๐š๐ข๐ง๐ข๐ง๐ 
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ฎ๐ญ๐จ๐ซ๐ข๐š๐ฅ
๐๐‹๐€๐—๐ˆ๐’ ๐ฌ๐จ๐Ÿ๐ญ๐ฐ๐š๐ซ๐ž ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž
๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ญ๐ž๐œ๐ก๐ง๐ข๐ช๐ฎ๐ž๐ฌ
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐Ÿ๐จ๐ซ ๐›๐ž๐ ๐ข๐ง๐ง๐ž๐ซ๐ฌ
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐œ๐ž๐ซ๐ญ๐ข๐Ÿ๐ข๐œ๐š๐ญ๐ข๐จ๐ง
๐๐ž๐ฌ๐ญ ๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐œ๐จ๐ฎ๐ซ๐ฌ๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐ฆ๐จ๐๐ž๐ฅ๐ข๐ง๐ 
๐๐‹๐€๐—๐ˆ๐’ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž
๐๐‹๐€๐—๐ˆ๐’ ๐Ÿ‘๐ƒ ๐‚๐จ๐ฎ๐ซ๐ฌ๐ž: ๐…๐ซ๐จ๐ฆ ๐๐ž๐ ๐ข๐ง๐ง๐ž๐ซ ๐ญ๐จ ๐€๐๐ฏ๐š๐ง๐œ๐ž๐ ๐‹๐ž๐ฏ๐ž๐ฅ๐ฌ

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