Nonlinear Finite Element Analysis of Laterally Loaded Piles in Cohesive Sediments
Laterally loaded single piles are usually analyzed by methods deriveddirectly from the classical beam on elastic foundation or Winkler soil model. Soilstrength is characterized using modulus of sub-grade reaction.Early solutions that employed Winkler’s model assumed that the modulus ofsub-grade reac...
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2010-01-01
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| Series: | Engineering and Technology Journal |
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| Online Access: | https://etj.uotechnology.edu.iq/article_26951_cb2f98f708156bdf2fe10836dd55191c.pdf |