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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/108800


    Title: Load and Settlement of Pile-Raft Foundation at Post Consolidation from 3D FEM Analysis
    Authors: Chang, Der-Wen;Lin, Wei-Chen;Liu, C.H.;Lu, Chih-Wei
    Keywords: pile-raft foundation;load;settlement;3D FEM analysis
    Date: 2015-11-09
    Issue Date: 2016-12-13 02:10:49 (UTC+8)
    Abstract: Load and settlement behaviors of a numerical pile-raft foundation in soft soils after the consolidation are presented in this paper. Modified Cam Clay (MCC) model was adopted to model the soil behaviors. Three dimensional FEM analysis based on MIDAS-GTS program was conducted in the study. The influences of pile-to pile spacing distance and pile length as well as soil model parameters were monitored. It generally finds that the trend of the load distribution and settlements of piles and raft are dependent of these effects. A post consolidation analysis for a pile-raft foundation under the loads could be suggested for the long-term condition of the foundation.
    Relation: Proceedings of The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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