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Study and analysis of slope stability with slope height using Plaxis 2D Software
Author Name : Devendra Kochak, Krishnakant Raikwar, Ravindr Soni, Prof. Mohit Verma
ABSTRACT
Slope stability is one of the most important areas to be addressed in the Geo-technical engineering field. Slope stability analysis was performed here with the Finite Element Method using PLAXIS-2D. In this study different types of modeling in sequence were performed here. In order to reduce the level of slope instability, various slope stabilization methods should be adopted through slope analysis using appropriate methods. The focus of this paper on Numerical Modeling is based on estimates from a series of consecutive ground set sets and monitored by the Finite Element PLAXIS-2D system used here to predict volume performance. It is analysed that the Horizontal displacement, Total displcement, Effictive stresss and Total stresss.
KEYWORDS -Finite element method, Slope stability; Plaxis 2D.