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- W2374365808 abstract "The numerical simulation methods for over-length friction piles were discussed by use of 3D FEM,and the influences of the model parameters for soilpile interface elements and foundation soil elements on the numerical results were analyzed.The results show that the model parameters for thin-layer interface elements and foundation soil elements are of great influences on the bearing behavior of over-length friction piles.If Duncan Chang's Eν model was adopted to simulate the foundation soil element and thin-layer interface element,the shear strength index and density of foundation soil are of evident effects on the ultimate load at the top of piles,while the modulus parameters mainly affect the slope of the load-settlement curve and the settlement at the top of piles under ultimate load." @default.
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- W2374365808 title "FEM for analysis of bearing behaviors of over-length friction piles" @default.
- W2374365808 hasPublicationYear "2007" @default.
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