A SIMPLIFIED APPROACH TO THE SETTLEMENT ESTIMATION OF PILED RAFTS

Date

2012-01-01

Author

Kalpakci, Volkan
Özkan, M. Yener

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In this study, a simplified approach to the settlement estimation of piled rafts resting on over-consolidated clay deposits is presented. For this purpose, a series of plane-strain and three-dimensional analyses were performed and their results are compared with the available data in the literature. It was found that the percentage decrease in the total settlements with the addition of piles with respect to the unpiled case is very closely estimated by both the plane-strain and the three-dimensional, simplified, numerical analyses. Using this phenomenon, a simple method of analysis is suggested for the total settlement estimation of the piled raft foundations and design charts are provided for the cases studied (for the specific soil conditions only) throughout this study.

Subject Keywords

Piled rafts, Settlement, Over-consolidated clay, Foundation design

URI

https://hdl.handle.net/11511/54479

Journal

ACTA GEOTECHNICA SLOVENICA

Collections

Department of Civil Engineering, Article

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Citation Formats

V. Kalpakci and M. Y. Özkan, “A SIMPLIFIED APPROACH TO THE SETTLEMENT ESTIMATION OF PILED RAFTS,” ACTA GEOTECHNICA SLOVENICA, pp. 77–85, 2012, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/54479.