Numerical Solution of Single Pile Subjected to Simultaneous Torsional and Axial Loads-Reference-Cited by-同舟云学术

Numerical Solution of Single Pile Subjected to Simultaneous Torsional and Axial Loads

Published:2014-08 Issue:4 Volume:14 Page:06014006
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Basack Sudip¹,Sen Sankhasubhra²

Affiliation:

1. Research Staff, School of Civil, Mining and Environmental Engineering, Faculty of Engineering and Information Systems, Univ. of Wollongong, New South Wales, NSW 2522, Australia; formerly, Associate Professor, Dept. of Applied Mechanics, Faculty of Engineering and Technology, Bengal Engineering and Science Univ., Shibpur, Howrah 711103, India (corresponding author).

2. Formerly, Postgraduate Student, Dept. of Applied Mechanics, Bengal Engineering and Science Univ., Howrah 711103, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000325

Reference38 articles.

1. Nonlinear behaviour of pile-soil subjected to torsion due to environmental loads on jacket type platforms;Azadi M. R. E.;J. WSEAS Trans. Fluid Mech.,2008

2. Banerjee S. (1995). “A theoretical study of peripheral shear stress settlement axial static and cyclic ultimate load of piles.” Master’s thesis Jadavpur Univ. Kolkata India.

3. A boundary element analysis on the influence of Krc and e/d on the performance of cyclically loaded single pile in clay

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