Scoured failure wedge model for analysis of scoured pile-soil interaction in sand
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference39 articles.
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2. Bennett, C.R., Lin, C., Parsons, R., Han, J., 2012. Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions 1–10. https://doi.org/10.1061/41031(341)31.
3. Briaud, J.-L., Smith, T., Meyer, B., 1984. Laterally Loaded Piles and the Pressuremeter: Comparison of Existing Methods, in: Laterally Loaded Deep Foundations: Analysis and Performance. Presented at the Laterally Loaded Deep Foundations: Analysis and Performance, ASTM International, pp. 97–111. https://doi.org/10.1520/STP36815S.
4. Three-dimensional scour hole model and scour effects on the ultimate capacity of lateral loaded rigid piles;Chen;Appl. Ocean Res.,2022
5. Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge;Chortis;Ocean Eng.,2020
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1. A Modified Failure Wedge Model for Modeling Soil–Pile Interaction of Laterally Loaded Piles in Sand Considering Slope Effect;International Journal of Geomechanics;2024-10
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3. An Investigation into the Lateral Bearing Performance of a Single Pile Embedded at a Three-Dimensional Asymmetric Local Scour Site Using the Modified Strain Wedge Model;Applied Sciences;2024-04-05
4. Coupled SPH-FEM analysis of piled power transmission tower system subjected to debris flow;Computers and Geotechnics;2024-04
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