Study on Parametric Analysis of Piled Raft Foundation System Using Finite Element Approach
نویسندگان
چکیده
To accommodate the shear requirement and settlement of high rise construction, concept piled-raft foundation has been developed. This research deals with successive analysis parameters system using PLAXIS-2D as a FEM tool. Plain strain piled raft conducted out by fixing up parameters. For two cases studied for lying on silty soil deposit clayey respect to uniform static loading from superstructure. The result variation showed that limiting effect stress displacement behavior. is also performed different relative stiffness pile compressibility load sharing between plain analyzed.
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ژورنال
عنوان ژورنال: Journal of advance college of engineering and management
سال: 2021
ISSN: ['2392-4853']
DOI: https://doi.org/10.3126/jacem.v6i0.38348