The invention relates to a seismic
liquefaction assessment method based on
conditional random field simulation, which comprises the following steps: firstly, obtaining a logarithmic normal distribution random field of a target area under a corresponding SPT-N value, then
resampling through a Bootstrap method, constructing a weighted
prior probability density function of the target area in combination with a likelihood function, and finally calculating the seismic
liquefaction of the target area according to a Bayesian theory. A
Markov chain Monte Carlo sampling method is combined, through
posterior probability density distribution, an optimal horizontal direction correlation distance is determined, a
covariance matrix is constructed to generate a
conditional random field, and then through multiple times of
simulation, the
conditional random field is converged; and finally, aiming at the target area, through calculation of a
cyclic stress ratio and a cyclic resistance ratio, constructing a
liquefaction probability
distribution diagram corresponding to the target area. According to the method, a conditional random
field simulation method is inferred and improved by combining Bootstrap and Bayesian theories, the precision and reliability of geological parameter
simulation are remarkably improved, and reliable data support is provided for seismic liquefaction assessment of deep and uneven site
engineering.