FINITE ELEMENT ANALYSIS OF CELLULAR CIRCLE COFFERDAM FOR WET SOIL

Authors

  • Kareem R. Al-Murshidi Civil Engineering Department, College of Engineering, University of Kufa
  • Kadhim Naief AL-Ta'ee Civil Engineering Dept., College of Engineering, University of Babylon
  • Marwa Abdullah AL-Janabi Civil Engineering Department, College of Engineering, University of Kufa

DOI:

https://doi.org/10.30572/2018/KJE/611310

Keywords:

Finite Element, Soil, Circular Cell Cofferdam

Abstract

This paper presented nonlinear finite element analysis to predict the load deflection behavior of circular cell cofferdam under lateral load by using ANSYS (Analysis System) (version 12.1) computer program. Eight-node solid element (SOLID 45) has been used to model filling soil, and the same element by using overlap and glue technique to model steel sheet pile of cofferdam. The bond between steel sheet pile and filling soil has been modeled by using nodes merge.

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Published

2021-09-21

How to Cite

Al-Murshidi, Kareem R., et al. “FINITE ELEMENT ANALYSIS OF CELLULAR CIRCLE COFFERDAM FOR WET SOIL”. Kufa Journal of Engineering, vol. 6, no. 1, Sept. 2021, pp. 25-44, doi:10.30572/2018/KJE/611310.

Issue

Vol. 6 No. 1 (2014): December - 2014 - Kufa Journal of Engineering

Section

Peer-reviewed Articles

License

Copyright (c) 2014 Kareem R. Al-Murshidi, Kadhim Naief AL-Ta'ee, Marwa Abdullah AL-Janabi

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

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