Title

Numerical simulations of horizontal bearing performances of step-tapered piles

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

Affiliation

Xiong, Liangxiao : School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, PR China ; Chen, Haijun : Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu Province, 210029, PR China ; Xu, Zhongyuan : Department of Earth Sciences, University of Delaware, DE 19716, United States ; Yang, Changheng : School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, PR China

Authors

Xiong, Liangxiao ; Chen, Haijun ; Xu, Zhongyuan ; Yang, Changheng

Keywords

Step-tapered piles ; horizontal bearing performance ; numerical simulation ; geometric size ; soil distribution

Divisions of PAS

Nauki Techniczne

Coverage

43-60

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

[1] M. Ghazavi, O. Tavasoli, “Characteristics of non-uniform cross-section piles in drivability”, Soil Dynamics and Earthquake Engineering 43: pp. 287–299, 2012.
[2] A.M. Rybnikov, “Experimental investigations of bearing capacity of bored-cast-in-place tapered piles”, Foundation Engineering 43: pp. 48–52, 1990.
[3] K.K. Jayantha, D.M. Ian, “Axial response of tapered piles in cohesive frictional ground”, Journal of Geotechnical and Geoenvironmental Engineering 119: pp. 675–693, 1993.
[4] M. Sakr, M.H. El Naggar, M. Nehdi, “Wave equation analyses of tapered FRP–concrete piles in dense sand”, Soil Dynamics and Earthquake Engineering 27: pp. 166–182, 2007.
[5] J.H. Lee, K.H. Paik, D.H. Kim, S.H. Hwang, “Estimation of axial load capacity for bored tapered piles using CPT results in sand”, Journal of Geotechnical and Geoenvironmental Engineering 135: pp. 1284–1294, 2009.
[6] Y.G. Zhan, H. Wang, “Numerical study on load capacity behavior of tapered pile foundations”, Journal of Geotechnical and Geoenvironmental Engineering 17: pp. 1969–1980, 2012.
[7] G.Q. Kong, H. Zhou, H.L. Liu, X.M. Ding, R. Liang, “A simplified approach for negative skin friction calculation of special-shaped pile considering pile-soil interaction under surcharge”, Journal of Central South University of Technology, 21: pp. 3648–3655, 2014.
[8] N. Hataf, A. Shafaghat, “Optimizing the bearing capacity of tapered piles in realistic scale using 3D finite element method”, Geotech Geol Eng 33: pp. 1465–1473, 2015.
[9] F.I. Nabil, “Behavior of step tapered bored piles in sand under static lateral loading”, Journal of Geotechnical and Geoenvironmental Engineering 136: pp. 669–676, 2010.
[10] Y.R. Lv, H.L. Liu, X.M. Ding, G.Q. Kong, “Field tests on bearing characteristics of x-section pile composite foundation”, Journal of Performance of Constructed Facilities 26: pp. 180–189, 2012.
[11] L.X. Xiong, H.J. Chen, “A numerical study and simulation of vertical bearing performance of step-tapered pile under vertical and horizontal loads”, Indian Geotech J 50: pp. 383–409, 2020.
[12] N.F. Ismael, “A behavior of laterally loaded bored piles in cemented sands”, Journal of Geotechnical Engineering 116: pp. 1678–1699, 1990.

Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138042