ANALYSES OF PILED RAFT FOUNDATION AND COMPARISON OF TWO DESIGN PHILOSOPHIES FOR PILE GROUPS

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FAKHER A.; BADINLOU B.; SERGHINI E.

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Journal: Sharif Journal of Civil Engineering Year:2008 | Volume:24 | Issue:44 Page(s): 29-38

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Information Journal Paper

Title

ANALYSES OF PILED RAFT FOUNDATION AND COMPARISON OF TWO DESIGN PHILOSOPHIES FOR PILE GROUPS

Author(s)

FAKHER A. | BADINLOU B. | SERGHINI E. | Issue Writer Certificate

Keywords

PILEQ2

PILES GROUPQ2

ANALYSIS. DESIGNQ3

SETTLEMENT REDUCING PILESQ3

Abstract

In the presented research, an analytical study of PILEd raft foundations is undertaken and two design philosophies for PILE groups are investigated. In each case, soil and PILEs participate in the load resistance of the system. FLAC3D software is used in the analysis of PILEd rafts and freestanding PILE groups. Regardless of the selected method of analysis of the PILE group, the used design philosophy has great importance. Conventional and modern (Settlement Reducing PILEs) design philosophies are investigated in the research. Also, the effect of the shear modules of soil and allowable settlement in the number of required PILEs are investigated in each design philosophy.

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APA: Copy

FAKHER, A., BADINLOU, B., & SERGHINI, E.. (2008). ANALYSES OF PILED RAFT FOUNDATION AND COMPARISON OF TWO DESIGN PHILOSOPHIES FOR PILE GROUPS. SHARIF: CIVIL ENINEERING, 24(44), 29-38. SID. https://sid.ir/paper/128098/en

Vancouver: Copy

FAKHER A., BADINLOU B., SERGHINI E.. ANALYSES OF PILED RAFT FOUNDATION AND COMPARISON OF TWO DESIGN PHILOSOPHIES FOR PILE GROUPS. SHARIF: CIVIL ENINEERING[Internet]. 2008;24(44):29-38. Available from: https://sid.ir/paper/128098/en

IEEE: Copy

A. FAKHER, B. BADINLOU, and E. SERGHINI, “ANALYSES OF PILED RAFT FOUNDATION AND COMPARISON OF TWO DESIGN PHILOSOPHIES FOR PILE GROUPS,” SHARIF: CIVIL ENINEERING, vol. 24, no. 44, pp. 29–38, 2008, [Online]. Available: https://sid.ir/paper/128098/en

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