AUT: Geo-CPT & Pile Database Updates and Implementations for Pile Geotechnical Design

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A. Eslami
S. Moshfeghi
S. Heidari
F. Valikhah

Abstract

Due to uncertainties in geomaterial properties and modelling, a detailed and precise data source can significantly improve reliability indices. Accordingly, to facilitate quantifying the uncertainties, there are currently several databases in the realm of piling and CPT. AUT (Amirkabir University of Technology): Geo-CPT&Pile Database was initially developed in 2015 by 466 case records including pile and CPT records. At present, it is updated to the total number of 600 case records which is partly accessible online. Aiming at pile performance-based design, risk analyses and evaluation of optimum safety factor have been examined based on value engineering by Wasted Capacity Index (WCI). Subsequently, the performance of direct and indirect CPT methods for pile bearing capacity estimation has been assessed focusing on reliability-based approaches. In addition, a methodology was employed to predict the load-displacement and bearing capacity of driven piles interactively. Finally, an algorithm is implemented for pile geotechnical performance-based design through a selected database considering probabilistic, reliability and risk assessments.

Article Details

How to Cite
A. Eslami, S. Moshfeghi, S. Heidari, & F. Valikhah. (2019). AUT: Geo-CPT & Pile Database Updates and Implementations for Pile Geotechnical Design. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 50(3), 74–90. https://doi.org/10.14456/seagj.2019.23
Section
Research Papers