Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Catastrophe Theory for Planar Sliding Slope
Abstract For safe design of man-made or natural slopes, stability analysis of slopes is carried out using various conventional methods. In these methods, factor of safety is considered to be greater than or equal to one for stable slopes. Natural disasters like landslides are caused due to sudden and discontinuous phenomenon of slopes failures. But in practice, the failures may occur even when the factor of safety is greater than 1, as in the case of landslides. To overcome these situations, catastrophe theory can be used where conventional stability analysis methods have certain limitations to analyze these types of slope failures. In the present paper, the stability analysis of landslides using catastrophe theory for a mathematical model with planar sliding slope is carried out. Instability mechanism of slope is based on the material stiffness along the sliding slope. Critical factor of safety of the slope depends on the stiffness of the soil medium.
A Catastrophe Theory for Planar Sliding Slope
Abstract For safe design of man-made or natural slopes, stability analysis of slopes is carried out using various conventional methods. In these methods, factor of safety is considered to be greater than or equal to one for stable slopes. Natural disasters like landslides are caused due to sudden and discontinuous phenomenon of slopes failures. But in practice, the failures may occur even when the factor of safety is greater than 1, as in the case of landslides. To overcome these situations, catastrophe theory can be used where conventional stability analysis methods have certain limitations to analyze these types of slope failures. In the present paper, the stability analysis of landslides using catastrophe theory for a mathematical model with planar sliding slope is carried out. Instability mechanism of slope is based on the material stiffness along the sliding slope. Critical factor of safety of the slope depends on the stiffness of the soil medium.
A Catastrophe Theory for Planar Sliding Slope
Bala Padmaja, S. (Autor:in) / Narasimha Reddy, G. V. (Autor:in) / Saibaba Reddy, E. (Autor:in)
10.06.2018
8 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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