DIYALA JOURNAL OF ENGINEERING SCIENCES

Abstract

This paper deals with slope stability assessment carried out by regularly used finite element (FE) methods. The study utilizes based software (PLAXIS). The main objective obtain from this study is to simulation and analysis of slope in case of different soil properties. Due to complexity for modelling different soil condition in previous studies, this study aims to solve this problem in this kind of condition. It was conclude that, the sandy soils observed high displacement compared other soils. The deep sand and deep clay resisted more than the normal soils like sandy soil and clayey soil.