Study Method of Pile near Cohesionless Slope under Reversed Lateral Load Considering Sand Strength State and Lateral Deflection of Pile
A p-y curve method of pile near cohesionless soil slope under reversed lateral load is proposed. This method takes into account the failure mode of soil around the pile under reversed lateral load and the interaction mode between pile and soil, and derives the ultimate soil resistance of the pile. C...
| मुख्य लेखकों: | , , |
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| स्वरूप: | लेख |
| भाषा: | English |
| प्रकाशित: |
MDPI AG
2023-03-01
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| श्रृंखला: | Journal of Marine Science and Engineering |
| विषय: | |
| ऑनलाइन पहुंच: | https://www.mdpi.com/2077-1312/11/4/741 |