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A Simple Algorithm for Analyzing a Piled Raft by Considering Stress Distribution | ||
| Civil Engineering Infrastructures Journal | ||
| مقاله 5، دوره 47، شماره 2، اسفند 2014، صفحه 215-227 اصل مقاله (704.47 K) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.7508/ceij.2014.02.005 | ||
| نویسندگان | ||
| Alireza Saeedi Azizkandi* 1؛ Ali Fakher2 | ||
| 1Ph.D. Candidate, Department of Civil Engineering, Iran University of Science and Technology, Tehran, Iran. | ||
| 2Associate Professor, School of Civil Engineering, College of Engineering, University of Tehran, P.O.Box: 11155-4563, Tehran, Iran. | ||
| چکیده | ||
| Numerous techniques have been presented by different researchers to analyze piled raft. In order to analyze pile foundation, soil can be modeled as spring, continuous medium, or porous media. Pile can also be modeled as spring or continuous medium. This study includes three main stages: a short description of different types of analysis methods of pile foundation, writing a computer program based on the finite element method (FEM) for analyzing piled raft foundation (in this program, foundation is modeled as a flexible plate, soil and pile are modeled by Winkler springs), and comparison of different concepts of pile group design. | ||
| کلیدواژه‌ها | ||
| interaction؛ Piled Raft Foundation؛ Settlement؛ Stress distribution؛ Winkler Spring | ||
| مراجع | ||
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