本文讲的是物理现象描述分析，所述岩体在所述方向上的破裂程度，其目的在于控制所述方向上的节理数量。因此，相邻点之间的间距对于增强单个块的大小非常关键，并且可以很容易地描述模式故障的控制(Kim and Yang, 2005)。它似乎在影响岩体的渗透性，边坡的均匀流动破坏很容易表现出来。不连续的持续性被定义为在一起代表的间距和块的大小，可以从坡面滑动。本篇留学 论文代写文章由美国论文通AssignmentPass辅导网整理，供大家参考阅读。
The degree of the fracturing of the rock mass in the direction of the degree and is provided for the purpose of controlling the number of the joints at the provided direction. Thereby, the spacing between the adjacent points is very much crucial for the enhancement of the size of the individual blocks, and the controlling of the mode failure can be easily depicted (Kim and Yang, 2005). It seems to be influencing the permeability of the rock mass and the even flow failure of the slope can be easily shown. The persistence of the discontinuity is defined to be in together representing the spacing and the size of the blocks that can slide from the face of the slope.
The small area of the intact rock is indicated to be lying between the low persistent discontinuities, and the strength of the rock can be easily depicted to be much higher that the shear stress that seems to be acting on the slope. The roughness of the joint structure is indicated to be measuring the inherent unevenness and the waviness of the surface of the discontinuity. The structure simply illustrates the rough surface that comprises of the two components which are the components of the friction of the rock material and the interlocking that is produced by the help of the identification made on the surfaces (Li, 2007).
These simply enable the enhancement of the inherent unevenness and the irregularities that affect the waviness on the surface and it enables the enhancement of the description regarding the geographical discontinuities.The slope stability is usually expressed as the ratio of the resisting force to the sliding force on the surface which is the coefficient of stability against sliding. The greater of the ratio is, the slope is more stable. The most important analyses of slope stability are seeking the factor of safety, which is a traditional measure of the safety margin. And the following methods are commonly used to evaluate the slope stability. The stability analysis clearly shows the process by illustrating the structure of the work.