Undrained lateral capacity of I-shaped concrete piles
This paper presents a new numerical solution for undrained lateral capacity of I-shaped concrete piles in accordance with the Thailand Industrial Standards. Two-dimensional finite element limit analysis with a plane strain condition in the direction of pile depth was employed to determine the stab...
| मुख्य लेखकों: | , |
|---|---|
| स्वरूप: | लेख |
| भाषा: | English |
| प्रकाशित: |
Prince of Songkla University
2017-12-01
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| श्रृंखला: | Songklanakarin Journal of Science and Technology (SJST) |
| विषय: | |
| ऑनलाइन पहुंच: | http://rdo.psu.ac.th/sjstweb/journal/39-6/39-6-7.pdf |