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

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2018
979.pdf (554.7Kb)
Authors
Vukićević, Mirjana
Marjanović, Miloš
Pujević, Veljko
Obradović, Nikola
Article (Published version)
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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 most appropriate for the studied geotechnical conditions and pile types.
Keywords:
jacked-in MEGA pile / Franki pile / pile axial capacity / static load test
Source:
Građevinar, 2018, 70, 8, 685-693
Publisher:
  • Union of Croatian Civil Engineers and Technicians

DOI: 10.14256/JCE.2175.2017

ISSN: 0350-2465

WoS: 000447919300004

Scopus: 2-s2.0-85054583890
[ Google Scholar ]
2
1
URI
https://grafar.grf.bg.ac.rs/handle/123456789/981
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за грађевинску геотехнику
Institution/Community
GraFar
TY  - JOUR
AU  - Vukićević, Mirjana
AU  - Marjanović, Miloš
AU  - Pujević, Veljko
AU  - Obradović, Nikola
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/981
AB  - 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 most appropriate for the studied geotechnical conditions and pile types.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Građevinar
T1  - Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
EP  - 693
IS  - 8
SP  - 685
VL  - 70
DO  - 10.14256/JCE.2175.2017
UR  - conv_2007
ER  - 
@article{
author = "Vukićević, Mirjana and Marjanović, Miloš and Pujević, Veljko and Obradović, Nikola",
year = "2018",
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 most appropriate for the studied geotechnical conditions and pile types.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils",
pages = "693-685",
number = "8",
volume = "70",
doi = "10.14256/JCE.2175.2017",
url = "conv_2007"
}
Vukićević, M., Marjanović, M., Pujević, V.,& Obradović, N.. (2018). Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils. in Građevinar
Union of Croatian Civil Engineers and Technicians., 70(8), 685-693.
https://doi.org/10.14256/JCE.2175.2017
conv_2007
Vukićević M, Marjanović M, Pujević V, Obradović N. Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils. in Građevinar. 2018;70(8):685-693.
doi:10.14256/JCE.2175.2017
conv_2007 .
Vukićević, Mirjana, Marjanović, Miloš, Pujević, Veljko, Obradović, Nikola, "Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils" in Građevinar, 70, no. 8 (2018):685-693,
https://doi.org/10.14256/JCE.2175.2017 .,
conv_2007 .

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