提出了三维数值流形方法中锚杆的计算模型,并给出了相应的算法和公式。算例表明,该模型能较好地反映加铺岩体的变形行为以及锚杆的加固效果。
Based on the general principle of three-dimensional numerical manifold method, a model for rock anchor bolts is proposed and the corresponding algorithm and formulas are given. Stability analysis of rock slope shows that the model can better describe the deformation behaviors of anchor bolt-supported rockmass and the reinforcement effect of the anchor bolts.