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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. This paper provides a brief overview of the causes of the landslides that occurred. 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.
Keywords:
Finite element method, Factor of safety, Slope stability
Cite Article:
"A Review of slope stability study analysis with varying slope angle with slope height using Plaxis Software", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.6, Issue 11, page no.26 - 28, November-2021, Available :http://www.ijrti.org/papers/IJRTI2111006.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator