Javankhoshdel, S., Cami, B., Ma, T., Yacoub, T. and Chenari, R.J. (2021) Probabilistic Slope Stability Analysis of a Case Study Using Random Limit Equilibrium Method and Surface Altering Optimization. In The Evolution of Geotech-25 Years of Innovation, CRC Press, Boca Raton, 413-418.
https://doi.org/10.1201/9781003188339-53

has been cited by the following article:

• TITLE: Probabilistic Analysis of Slope Using Finite Element Approach and Limit Equilibrium Approach around Amalpata Landslide of West Central, Nepal

  AUTHORS: Mahendra Acharya, Khomendra Bhandari, Sandesh Dhakal, Aasish Giri, Prabin Kafle

  KEYWORDS: Finite Element Approach, Limit Equilibrium Method, Slope, Factor of Safety

  JOURNAL NAME: International Journal of Geosciences, Vol.15 No.5, May 31, 2024

  ABSTRACT: The stability study of the ongoing and recurring Amalpata landslide in Baglung in Nepal’s Gandaki Province is presented in this research. The impacted slope is around 200 meters high, with two terraces that have different slope inclinations. The lower bench, located above the basement, consistently fails and sets others up for failure. The fluctuating water level of the slope, which travels down the slope masses, exacerbates the slide problem. The majority of these rocks are Amalpata landslide area experiences several structural disruptions. The area’s stability must be evaluated in order to prevent and control more harm from occurring to the nearby agricultural land and people living along the slope. The slopes’ failures increase the damages of house existing in nearby area and the erosion of the slope. Two modeling techniques the finite element approach and the limit equilibrium method were used to simulate the slope. The findings show that, in every case, the terrace above the basement is where the majority of the stress is concentrated, with a safety factor of near unity. Using probabilistic slope stability analysis, the failure probability was predicted to be between 98.90% and 100%.