2D Numerical Modeling of the Cyclic Simple Shear Test using Opensees. | [Journal of Applied and Emerging Sciences • 2017]

Author(s):

1. Saeedullah Jan Mandokhail: Department of Civil Engineering, Balochistan University of Information Technology, Engineering and Management Sciences, Quetta, Pakistan

2. Nawaz Ali: Department of Civil Engineering, Balochistan University of Information Technology, Engineering and Management Sciences, Quetta, Pakistan

3. Mohammad Siddique: Department of Chemical Engineering, Balochistan University of Information Technology, Engineering & Management Sciences (BUITEMS), Quetta, Pakistan

4. Ehsanullah Kakar: Department of Civil Engineering, Balochistan University of Information Technology, Engineering and Management Sciences, Quetta, Pakistan

5. Ali Nawaz Mengal: Department of Mechanical Engineering, Balochistan University of Information Technology, Engineering & Management Sciences (BUITEMS), Quetta, Pakistan

6. Ghulamullah Kakar: Balochistan University of Information Technology, Engineering and Management Sciences (BUITEMS), Quetta, Pakistan

Abstract:

Simple Shear (SS) test is considered to simulate the in-situ stress conditions more accurately than any other testing system. Undrained Cyclic Simple Shear test is extensively performed to evaluate the cyclic shear strength and liquefaction potential of soil. In this study, the numerical modeling of the SS testing was undertaken using a finite element method (FEM) in the Opensees (Open System for Earthquake Engineering Simulation). The study showed that FEM simulation can efficiently capture the cyclic shear behavior and the excess pore water pressure development. The analysis results were also compared with the laboratory measurements and shown to satisfactorily match the measurements.

Page(s): 44-46

DOI: DOI not available

Published: Journal: Journal of Applied and Emerging Sciences , Volume: 7, Issue: 1, Year: 2017

Keywords:

Keywords are not available for this article.

References:

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