Authors : Rushali Parekar, Nayan Chelani, Vaishnav Dhankute, Saad Mirza, Abhinav Sauarkar, Vishal Ghutke
Page Nos : 07-12
Description :
Stability of slope is one of the most important sectors which should be addressed properly in the area of geotechnical engineering. The main purpose of this study is to determine the horizontal deformation as well as vertical deformation for the given angle of slope of the soil. This stability analysis of the slope has been done here by finite element method using PLAXIS 2D. In this study different types of sequence modelling were conducted here. Every sequence of the model was to investigate for the stability analysis purpose with various frequency and Amplitude taken into account. The effect of various frequency levels, Base shaking are studied. Using PLAXIS the numerical model was developed for soil slope. The result of this study shows the different values of factor of safety for different sequence with various frequency and acceleration.
