Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Parametric Study of the Slope Stability by Limit Equilibrium Finite Element Analysis
Slope stability analyses of both natural and artificial slopes are an issue and need to be taken care of as they can affect both economic and infrastructure development. Water is the main factor that often leads to slope instability. Numerous studies are available in this direction, and it shows that the presence of the water harms the shear parameter, and it should increase the groundwater table, which further leads to loss of shear strength. The slope’s stability depends on the shear parameter, cohesion, and angle of internal friction. If we can develop the relationship of this parameter with the instability, it can monitor the slope. This research’s prime objective is to analyze the effect of the different controlling parameters on slope instability. The stability analysis has been done through the limit equilibrium finite element slope stability model. The slope was modeled in the commercial package GeoStudio SEEP/W, slope/w, and analyzes the stability. The stability factor was evaluated utilizing fully coupled flow deformation analysis compared with the various controlling parameters such as cohesion and angle of internal friction. For slope stability analysis, slopes were modeled with only one type of soil called the homogeneous fill. The influence of each parameter on slope instability was analyzed, and the results are discussed in this paper. It was also studied whether the relationship between the slope’s instability and the controlling parameter existed. The research output shows that all chosen parameters’ value negatively affects slope stability if their variations were favorable.
Parametric Study of the Slope Stability by Limit Equilibrium Finite Element Analysis
Slope stability analyses of both natural and artificial slopes are an issue and need to be taken care of as they can affect both economic and infrastructure development. Water is the main factor that often leads to slope instability. Numerous studies are available in this direction, and it shows that the presence of the water harms the shear parameter, and it should increase the groundwater table, which further leads to loss of shear strength. The slope’s stability depends on the shear parameter, cohesion, and angle of internal friction. If we can develop the relationship of this parameter with the instability, it can monitor the slope. This research’s prime objective is to analyze the effect of the different controlling parameters on slope instability. The stability analysis has been done through the limit equilibrium finite element slope stability model. The slope was modeled in the commercial package GeoStudio SEEP/W, slope/w, and analyzes the stability. The stability factor was evaluated utilizing fully coupled flow deformation analysis compared with the various controlling parameters such as cohesion and angle of internal friction. For slope stability analysis, slopes were modeled with only one type of soil called the homogeneous fill. The influence of each parameter on slope instability was analyzed, and the results are discussed in this paper. It was also studied whether the relationship between the slope’s instability and the controlling parameter existed. The research output shows that all chosen parameters’ value negatively affects slope stability if their variations were favorable.
Parametric Study of the Slope Stability by Limit Equilibrium Finite Element Analysis
Lecture Notes in Civil Engineering
Ranadive, M. S. (Herausgeber:in) / Das, Bibhuti Bhusan (Herausgeber:in) / Mehta, Yusuf A. (Herausgeber:in) / Gupta, Rishi (Herausgeber:in) / Sudani, Prashant (Autor:in) / Patil, K. A. (Autor:in) / Kolekar, Y. A. (Autor:in)
28.09.2022
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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