ะ ะตั าะฐัะฐะปะดั 288
๐๐๐๐๐๐ ๐๐ ๐๐ก๐๐ฅ๐ฅ๐จ๐ฐ ๐
๐จ๐ฎ๐ง๐๐๐ญ๐ข๐จ๐ง ๐๐จ๐ฎ๐ซ๐ฌ๐ ๐๐ซ๐จ๐ฆ ๐๐ก๐๐จ๐ซ๐ฒ ๐ญ๐จ ๐๐ซ๐๐๐ญ๐ข๐๐
This Lesson will compare the precision of soil analysis using the Mohr-Coulomb and Hardening Soil models. The constant elasticity assumption in the Mohr-Coulomb model will be contrasted with the stress-dependent elasticity of the Hardening Soil model. The advantages of the Hardening Soil model for more accurate soil behavior prediction will be highlighted.
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
๐๐๐๐๐๐ ๐๐ ๐๐จ๐ฎ๐ซ๐ฌ๐
๐๐๐๐ซ๐ง ๐๐๐๐๐๐ ๐๐ ๐จ๐ง๐ฅ๐ข๐ง๐
๐๐๐๐๐๐ ๐๐ ๐ญ๐ซ๐๐ข๐ง๐ข๐ง๐
๐๐๐๐๐๐ ๐๐ ๐ญ๐ฎ๐ญ๐จ๐ซ๐ข๐๐ฅ
๐๐๐๐๐๐ ๐ฌ๐จ๐๐ญ๐ฐ๐๐ซ๐ ๐๐จ๐ฎ๐ซ๐ฌ๐
๐๐๐ฏ๐๐ง๐๐๐ ๐๐๐๐๐๐ ๐๐ ๐ญ๐๐๐ก๐ง๐ข๐ช๐ฎ๐๐ฌ
๐๐๐๐๐๐ ๐๐ ๐๐จ๐ซ ๐๐๐ ๐ข๐ง๐ง๐๐ซ๐ฌ
๐๐๐๐๐๐ ๐๐ ๐๐๐ซ๐ญ๐ข๐๐ข๐๐๐ญ๐ข๐จ๐ง
๐๐๐ฌ๐ญ ๐๐๐๐๐๐ ๐๐ ๐๐จ๐ฎ๐ซ๐ฌ๐
๐๐๐๐๐๐ ๐๐ ๐ฆ๐จ๐๐๐ฅ๐ข๐ง๐
๐๐๐๐๐๐ ๐๐จ๐ฎ๐ซ๐ฌ๐
๐๐๐๐๐๐ ๐๐ ๐๐จ๐ฎ๐ซ๐ฌ๐: ๐
๐ซ๐จ๐ฆ ๐๐๐ ๐ข๐ง๐ง๐๐ซ ๐ญ๐จ ๐๐๐ฏ๐๐ง๐๐๐ ๐๐๐ฏ๐๐ฅ๐ฌ