Lesson 37. Investigating the Effect of Cavity on bearing capacity of Footing Using PLAXIS 3D

  ะ ะตั‚ า›ะฐั€ะฐะปะดั‹ 272

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…๐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, the impact of a cavity under a foundation on the bearing capacity is analyzed using PLAXIS 3D. The presence of a cavity beneath the footing is modeled and simulated to observe its influence on the stability and load-bearing capacity. The simulation process in PLAXIS 3D involves creating a 3D model of the soil and foundation, defining the cavity dimensions and location, and running analyses to evaluate the resulting stress distribution and potential failure mechanisms.
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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