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

被引：2

作者：

Vukicevic, Mirjana ^{[1
]}

Marjanovic, Milos ^{[1
]}

Pujevic, Veljko ^{[1
]}

Obradovic, Nikola ^{[1
]}

机构：

[1] Univ Belgrade, Fac Civil Engn, Belgrade, Serbia

来源：

GRADEVINAR | 2018年 / 70卷 / 08期

关键词：

jacked-in MEGA pile; Franki pile; pile axial capacity; static load test; CPT;

D O I：

10.14256/JCE.2175.2017

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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.

引用

页码：685 / 693

页数：9

共 50 条

[1] Predicting axial capacity of driven piles in cohesive soils using intelligent computing
Alkroosh, Iyad
Nikraz, Hamid
[J]. ENGINEERING APPLICATIONS OF ARTIFICIAL INTELLIGENCE, 2012, 25 (03) : 618 - 627
[2] Experimental evaluation of the lateral capacity of large jacked-in piles and comparison to existing design standards
Dobrisan, A.
Haigh, S. K.
Ishihara, Y.
[J]. PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON PRESS-IN ENGINEERING 2021, 2021, : 166 - 171
[3] Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay
Almeida, Marcio S.S.
Danziger, Fernando A.B.
Lunne, Tom
[J]. Canadian Geotechnical Journal, 33 (01): : 23 - 41
[4] Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay
Almeida, MSS
Danziger, FAB
Lunne, T
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (01) : 23 - 41
[5] PREDICTION OF AXIAL CAPACITY OF PILES DRIVEN IN NON-COHESIVE SOILS BASED ON NEURAL NETWORKS APPROACH
Benali, Amel
Boukhatem, Bakhta
Hussien, Mahmoud N.
Nechnech, Ammar
Karray, Mourad
[J]. JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2017, 23 (03) : 393 - 408
[6] Centrifuge modeling of temperature effects on the pullout capacity of jacked-in energy piles in saturated soft clay
Turner-Fairbank Highway Research Center , 6300 Georgetown Pike, McLean
VA 22101, United States
不详
不详
CA
92093-0085, United States
[J]. Geomech. Energy Environ., 2025, 41
[7] Predicting Lateral Resistance of Piles in Cohesive Soils
Chaonoi, Wiphu
Shiau, Jim
Ngamkhanong, Chayut
Thongchom, Chanachai
Jamsawang, Pitthaya
Keawsawasvong, Suraparb
[J]. SUSTAINABILITY, 2022, 14 (19)
[8] Study on Vertical Bearing Capacity and Time Effect of the Jacked-in PHC Pipe Pile in the Cohesive Soil Area
Zuo, Hongliang
Wang, Lei
Gao, Hongying
Guo, Liang
[J]. ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 2706 - +
[9] Predicting the axial capacity of piles in sand
Rotta Loria, Alessandro F.
Orellana, Felipe
Minardi, Alberto
Fuerbringer, Jean-Marie
Laloui, Lyesse
[J]. COMPUTERS AND GEOTECHNICS, 2015, 69 : 485 - 495
[10] Efficacy of Several Design Methods for Predicting the Axial Compressive Capacity of Piles
Ozturk, Baturalp
Kodsy, Antonio
Bazi, Youssef
Iskander, Magued G.
[J]. TRANSPORTATION RESEARCH RECORD, 2023, 2677 (09) : 1 - 17

← 1 2 3 4 5 →