The invention provides an
underwater tunnel shield construction excavation face stability evaluation method,
system and equipment, and the method comprises the steps: determining an excavation face stability evaluation index based on a shield construction excavation face
instability mechanism; dividing the stability of the excavation surface into a plurality of grades, establishing each grade space, and determining the quantitative interval of each evaluation index in each grade; calculating a combined weight of each stability evaluation index by adopting a combined weighting method, and taking the combined weight as a judgment basis of the influence of the evaluation indexes on an
evaluation result; and constructing an ideal
point evaluation function by adopting an ideal
point method so as to represent the membership degree of the to-be-evaluated object to each grade, calculating the grade membership degree of the to-be-evaluated section in each grade of the
evaluation system, and determining the stability grade of the excavation surface in the construction process of the evaluation section.