为能更好地反映深埋隧洞岩爆的脆性破坏特征，在岩爆的数值模拟中采用了一个复合破坏准则弹脆塑性本构模型，并结合锦屏二级水电站辅助洞工程，综合运用各种判据和方法建立岩爆的预测体系，对开挖过程中岩爆的发生情况进行了预测，判定在洞肩和洞底角点处发生岩爆可能性较大，这与锦屏二级水电站辅助洞岩爆实际发生情况基本一致。对岩爆的预测具有一定的参考价值。

In order to better reflect the characteristics of brittle failure of rockburst in deep tunnel, an elasto-brittle-plastic constitutive model based on combined failure criterion for brittle rock was employed in the numerical simulation of rockburst. A rockburst prediction system based on various criteria and methods was established to predict the rockburst during the excavation of the auxiliary tunnel of Jinping-II hydropower station. The analysis showed that rockburst was more possible to happen at the shoulder and bottom corner points of the tunnel, which was consistent with the in-situ actual observations.