Abstract
Abstract: Slope Stability is a fundamental concept in geotechnical engineering as it plays an important role in the safety and sustainability of civil infrastructures. Rapidly increasing population and the demand of urbanization has made it necessary to utilize all the available area in different terrains. This makes it necessary to study the stability of slopes. The objective of this study is to analyse the stability of slopes with different soil combinations. It also sheds light on the changes in the displacement values when we use engineering methods, retaining wall, Diaphragm wall & anchors and geotextile. This study also shows the changes when loading conditions are applied on the soil combinations. To carry out this research we are using PLAXIS 2D, a finite element analysis software.
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