• BIDISHA CHAKRABARTI
• DR. P.SHIVANANDA

Stability of Slope is one of the most important sector which should be addressed properly in the area of Geo-technical engineering. The main purpose of this study to determine the Factor of safety and the Displacement vertical as well as horizontal for the given angle of slope of the soil. The stability analysis of the slope has been done here by Finite Element Method using PLAXIS-2D. In this study different types of sequence modelling were conducted here. Every sequence of the model was to investigate for the stability analysis purpose with various slope angle with variable slope height were taken into account. The results of this study showed the different value of Factor of safety for different sequence and comparative study with the displacement. In this paper the value of cohesion and internal friction are taken constant and results compared here for soil with varying slope but for constant two dimensional model.

Finite element method, Factor of safety, Drained condition, Displacements

"Two-dimensional Slope stability analysis with varying slope angle and slope height by PLAXIS-2D", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.4, Issue 11, page no.659-662, November-2017, Available :http://www.jetir.org/papers/JETIR1711112.pdf

"Two-dimensional Slope stability analysis with varying slope angle and slope height by PLAXIS-2D", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.4, Issue 11, page no. pp659-662, November-2017, Available at : http://www.jetir.org/papers/JETIR1711112.pdf