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Published: Građevinar 70 (2018) 8
Paper type: Preliminary report
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Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils

Mirjana Vukićević, Miloš Marjanović, Veljko Pujević, Obradović Nikola

Abstract

This paper presents the evaluation of methods for predicting the ultimate axial bearing capacity of single piles based on the cone penetration test (CPT) results, and the evaluation of static methods based on the effective and total stress analysis. Seventeen jacked-in MEGA piles and eight Franki piles of different lengths are considered. The results show that the Bustamante & Gianeselli (LCPC) method is the best direct CPT method, while also being the most appropriate for the studied geotechnical conditions and pile types.

Keywords
jacked-in MEGA pile, Franki pile, pile axial capacity, static load test

HOW TO CITE THIS ARTICLE:

Vukićević, M., Marjanović, M., Pujević, V., Nikola, O.: Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils, GRAĐEVINAR, 70 (2018) 8, pp. 685-693, doi: https://doi.org/10.14256/JCE.2175.2017

OR:

Vukićević, M., Marjanović, M., Pujević, V., Nikola, O. (2018). Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils, GRAĐEVINAR, 70 (8), 685-693, doi: https://doi.org/10.14256/JCE.2175.2017

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This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:

Mirjana Vukićević
Faculty of Civil Engineering
Milos Marjanovic WEB
Miloš Marjanović
University of Belgrade
Faculty of Civil Engineering
Veljko Pujevic WEB
Veljko Pujević
University of Belgrade
Faculty of Civil Engineering
Nikola Obradovic WEB
Obradović Nikola
University of Belgrade
Faculty of Civil Engineering