Evaluation of methods for predicting axial capacity of jacked-in and driven piles in cohesive soils
Apstrakt
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.
Ključne reči:
jacked-in MEGA pile / Franki pile / pile axial capacity / static load testIzvor:
Građevinar, 2018, 70, 8, 685-693Izdavač:
- Union of Croatian Civil Engineers and Technicians
DOI: 10.14256/JCE.2175.2017
ISSN: 0350-2465
WoS: 000447919300004
Scopus: 2-s2.0-85054583890
Institucija/grupa
GraFarTY - 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 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" }
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
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 .
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 . .