Liquefaction of loose, saturated
granular soils during earthquake poses a major hazard in
many region of the world. The determination of
liquefaction potential of soil induce by earthquake is a
major concern and an essential criterion in the design
process of the civil engineering structure. This study
refers to the estimation of liquefaction potential of soils
by Neuro-Fuzzy models evaluated using Modified Seed’s
method. The potential of genetic expression…
