Z. Varmaziyari
Department of Mining Engineering, Arak University of Technology, Arak, Iran
[ 1 ] - A Monte Carlo simulation technique for assessment of earthquake-induced displacement of slopes
The dynamic response of slopes against earthquake is commonly characterized by the earthquake-induced displacement of slope (EIDS). The EIDS value is a function of several variables such as the material properties, slope geometry, and earthquake acceleration. This work is aimed at the prediction of EIDS using the Monte Carlo simulation method (MCSM). Hence, the parameters height, unit specific ...
نویسندگان همکار