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- W2367718304 abstract "The pile-bucket foundation is a new kind of foundation.In this work an indoor model experiment was carried out and the ABAQUS software was used to analyze the structure stress and strain of the pile-bucket foundation under uplift loading.In this work the indoor model experiment operation was designed and the tentative data were analyzed,with the ABAQUS software to establish the model of pile-bucket foundation and the conclusions were analyzed.The experimental results and the numerical simulation results have been compared.The results demonstrated that the structure stress and strain reached the maximum when the uplift loading reached the limit,the pile-bucket structure stress tended to be stable after the foundation soil destructed;the stress at the connection of the pile and the bucket and at the edge of the bucket was bigger than that in other areas;in the process of uplift,there would appear the cavity at the bottom of the bucket and the pile causing the stress reduction by 8.6% and 13.5% respectively;the pile structure took the main resisting force before load step-9 and the bucket structure took the main resisting force after load step-9.The mechanical analysis of the pile-bucket foundation under uplift loading was beneficial to the theoretical analysis and project practice." @default.
- W2367718304 created "2016-06-24" @default.
- W2367718304 creator A5088909877 @default.
- W2367718304 date "2009-01-01" @default.
- W2367718304 modified "2023-09-23" @default.
- W2367718304 title "Indoor Experimental Study and Numerical Simulation on the Pile-bucket Foundation under Uplift Loading" @default.
- W2367718304 hasPublicationYear "2009" @default.
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