Numerical Investigation of Liquefaction Potential in Sabkha Soil Supporting Foundation Subjected to Vibration Loading

Liquefaction is a major concern, especially in loose soil subjected to vibrations, which may lead severe damage buildings and infrastructure. In this paper, the influence of vertical vibrational loading on liquefaction potential natural sabkha was numerically examined understand effects different parameters, potential. The parameters considered study include displacement amplitude, frequency, modified mass ratio, subsoil conditions (natural cement-stabilized with 5% 10% cement content), thickness ratio soil. observed for foundation configurations. pore water pressure beneath increased decrease mass. minimum that prevents depends machine’s velocity shear wave (sabkha). provides guidance information risk constructing continuous vibration (such as foundations machines) saturated soils due low rigidity, resulting from generation during dynamic