The invention discloses a strength-stress ratio rock burst criterion method considering tunnel surrounding rock stress distribution, which comprises the following steps: step 1, proposing a concept ofstress set degree, and giving a quantitative representation method of a surrounding rock stress set degree value; step 2, on the basis of a large number of engineering rock burst instances, combiningthe stress set degree parameters with the strength-stress ratio and the rock burst grade in the aspects of describing stress field disturbance and rock burst strength to obtain actually measured dataof the stress set degree, the strength-stress ratio and the rock burst strength, and representing the actually measured data in a two-dimensional plane determined by the strength-stress ratio and thestress set degree; and step 3, carrying out multi-parameter expression experience fitting, carrying out comprehensive quantitative expression on a fitting result, and establishing a more accurate andreasonable rock burst strength stress ratio criterion. The rock burst strength prediction method provided by the invention is simple and easy to implement, is convenient for practical engineering application, and has higher prediction precision, and the empirical relational expression can be used for design and construction guidance.