Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile –Soil–Pile Interaction, Journal of Bridge Engineering
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Estimation of bending moment and pile displacement for soil-pile-quay wall system subjected to liquefaction induced lateral spreading - ScienceDirect
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Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths - Yan Xu, Yu Shang, Aijun Ye, 2016
![](https://www.researchgate.net/publication/340510436/figure/fig4/AS:962240173834244@1606427343594/Schematic-of-the-numerical-model-take-the-nodular-segment-for-instance-a-pile-b-soil.png)
Schematic of the numerical model (take the nodular segment for
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The Importance of Soil-Structure Interaction in midas Civil
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New interaction model for vertical dynamic response of pipe piles considering soil plug effect
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Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile– Soil–Pile Interaction, Journal of Bridge Engineering
![](https://www.researchgate.net/publication/340510436/figure/fig2/AS:962240173858831@1606427343301/Effects-of-the-stiffness-and-layered-condition-of-surrounding-soil.png)
Effects of the stiffness and layered condition of surrounding soil
![](https://journals.sagepub.com/cms/10.1177/1369433216642077/asset/images/large/10.1177_1369433216642077-fig3.jpeg)
Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths - Yan Xu, Yu Shang, Aijun Ye, 2016
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Conceptual model of the pipe pile-soil system
![](https://www.mdpi.com/geotechnics/geotechnics-02-00028/article_deploy/html/images/geotechnics-02-00028-g001.png)
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