The interaction of stress wave with tunnel structures inrockmass is a complex problem, which up to now has not been solved completely.
应力波与隧道衬砌的相互作用问题为岩石力学的一个十分复杂的问题，到目前为止还没有得到圆满的解决。
2
By the linkage between the seepage coefficient, porosity and stress, the hybrid analysis model for coupled seepage and stress field inrockmass of equivalent continuum is established.
以渗透系数、孔隙率和应力的关系作为桥梁，当渗流场为非稳定渗流时，建立等效连续岩体渗流的耦合模型。
3
In many practical measurings of the blast stress wave parameters inrockmass by variable capacity instrument, long wire effect has been discovered.