Evaluation of the Foundation Beds Liquidation by Using Soil Modeling for El-Burullus Power Plant Area, Kafr El-Sheikh, Egypt

In this study, the soil has been numerically modeled as Mohr-Columb model because it is simple to capture essential features of behavior. Plaxis 2D software program used for modeling. The dynamic analyses depend on some data, such grain size gradation materials, stiffness and water level. This data in calculation process. Simple applications have chosen calculate relations. computes entered automatically. Earthquakes result loading which a significant effect properties. formed five layers. Sands mud deposits covered area Delta also. Some study results can be estimated by using modeling method. applied load value 100 kN/m2. amplification factor (S %) 108 % when without foundation 150 with load. Thus, classified type – D (Moderate) no liquefaction expected results, but subduction or landslide, so piling foundations are recommended within study. As well, numerical several locations Egypt obtain suitable areas constructions.