Authors :
Achmad Syarifudin
Volume/Issue :
Volume 7 - 2022, Issue 1 - January
Google Scholar :
http://bitly.ws/gu88
Scribd :
https://bit.ly/3u1Pi1z
DOI :
https://doi.org/10.5281/zenodo.5906534
Abstract :
Pile foundation serves to carry load. Each
foundation must be capable of supporting load up to a
predeterminet safety limits, including supporting the
maximum possible loads. The purpose of this study was to
quantify and compare the axial bearing capacity of piles
using the SPT data with Mayerhof and Briaud Et Al
methods, and also using the numerical methods with the
helps of Plaxis 2D 8.2 Version Program. The difference of
bearing capacity may caused by the difference of soil,
testing methods which depends on the accuracy of
operator and the difference of the parameters used in each
calculation.
Keywords :
Axial Bearing Capacity, Pile Foundation, Numerical Methods, Flaxis Programme.
Pile foundation serves to carry load. Each
foundation must be capable of supporting load up to a
predeterminet safety limits, including supporting the
maximum possible loads. The purpose of this study was to
quantify and compare the axial bearing capacity of piles
using the SPT data with Mayerhof and Briaud Et Al
methods, and also using the numerical methods with the
helps of Plaxis 2D 8.2 Version Program. The difference of
bearing capacity may caused by the difference of soil,
testing methods which depends on the accuracy of
operator and the difference of the parameters used in each
calculation.
Keywords :
Axial Bearing Capacity, Pile Foundation, Numerical Methods, Flaxis Programme.
