Skip to the main content

Preliminary communication

https://doi.org/10.14256/JCE.2175.2017

Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils

Mirjana Vukićević
Miloš Marjanović
Veljko Pujević
Nikola Obradović


Full text: croatian pdf 682 Kb

page 685-693

downloads: 413

cite

Full text: english pdf 555 Kb

page 685-693

downloads: 635

cite


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

Hrčak ID:

206269

URI

https://hrcak.srce.hr/206269

Publication date:

1.10.2018.

Article data in other languages: croatian

Visits: 1.982 *