The laws of interaction between a rock bolt and rocks and the displacements of discontinuousrockmass and a rock bolt were gained.
获得了非连续岩体与锚杆的相互作用规律以及非连续岩体和锚杆的变形规律。
2
Also the relationship between equivalent elastic modulus of discontinuousrockmass and connection rate of joint is studied with their influencing relation presented.
同时，研究了节理连通率与岩体等效弹性模量之间的影响关系，给出了二者的影响关系式。
3
The spatial variability in permeability plays an important role in the coupled hydro-mechanical processes of the fractured rockmass and induces a discontinuous distribution of principal stresses.