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

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

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 pi...

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Main Authors: Mirjana Vukićević, Miloš Marjanović, Veljko Pujević, Nikola Obradović
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2018-09-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.2175.2017
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spelling doaj-fcc153a18b7d4941b304005720ee042f2020-11-24T21:47:42ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952018-09-017008.68569310.14256/JCE.2175.2017206269Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soilsMirjana VukićevićMiloš MarjanovićVeljko PujevićNikola ObradovićThis 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.https://doi.org/10.14256/JCE.2175.2017
collection DOAJ
language English
format Article
sources DOAJ
author Mirjana Vukićević
Miloš Marjanović
Veljko Pujević
Nikola Obradović
spellingShingle Mirjana Vukićević
Miloš Marjanović
Veljko Pujević
Nikola Obradović
Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
Građevinar
author_facet Mirjana Vukićević
Miloš Marjanović
Veljko Pujević
Nikola Obradović
author_sort Mirjana Vukićević
title Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
title_short Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
title_full Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
title_fullStr Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
title_full_unstemmed Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
title_sort evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
publisher Croatian Association of Civil Engineers
series Građevinar
issn 0350-2465
1333-9095
publishDate 2018-09-01
description 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.
url https://doi.org/10.14256/JCE.2175.2017
work_keys_str_mv AT mirjanavukicevic evaluationofmethodsforpredictingaxialcapacityofjackedinanddrivenpilesincohesivesoils
AT milosmarjanovic evaluationofmethodsforpredictingaxialcapacityofjackedinanddrivenpilesincohesivesoils
AT veljkopujevic evaluationofmethodsforpredictingaxialcapacityofjackedinanddrivenpilesincohesivesoils
AT nikolaobradovic evaluationofmethodsforpredictingaxialcapacityofjackedinanddrivenpilesincohesivesoils
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