摩擦的平均系数可以通过加权得到用于测量在界面长度上的摩擦角的材料来获得。在正常应力条件下，可以很容易地假设切线产品的摩擦强度，并且可以很容易地将每一层的出租车描述为考虑到垂直应力。一般的应力是由平均摩擦和垂直应力所假定的，其比例是恒定的。在平均摩擦的帮助下可以很容易地确定比例关系，并且可以很容易地得到由下面提供的图。对于一般应力和竖向应力假设的假设是不合理的，因此，通过显示竖向应力的结构，说明有限元计算是有效的。
通过对边坡稳定性的分析，可以很容易地说明边坡上的水的存在，并通过对边坡稳定性的分析，来说明边坡上各种类型的水压力的建模和计算。可以确定工作的结构来确定定义，并且很容易遇到实际情况。最简单的方法是使用r值，以便对边坡稳定性进行适当的检验。孔隙水压力可以定义为分析的权重，以增加重量的形式表示，表面的界面破坏可以很容易地显示出来。因此，可以很容易地解释孔隙水表面的边坡稳定性。在潜水面的帮助下，可以很容易地体现出较为现实的方法，而异质边坡在相应材料的发展中起着重要的作用。该结构清晰地描述了被定义为池塘水斜坡的潜水面。
The average coefficient of the friction can be obtained by weighting the individual materials that are used for measuring the angle of friction over the length of the interface. The frictional strength of the product of the tangent can be easily assumed with the normal stress and the each layer cab be easily depicted to be properly fitted to the vertical stress as considered. The normal stress is being assumed by the average frictions and the vertical stress with a constant of the proportionality. The proportionality can be easily determined by the help of the average frictions and it can be easily obtained by the below-provided diagram. The assumptions regarding the assumptions of the normal stress and the vertical stress are not in reasonable and thus, the finite element calculations are illustrated to be valid by showing the structure of the vertical stress.
The presence of the water in the slope can be easily illustrated by indicating the destabilizing factors and the modeling and the calculation of the various types of the water pressures in or on the slope can be depicted by analyzing the slope stability. The structure of the work can be identified for determining the definitions, and the practical situations are easily encountered. The simplest method that is determined is the use of the r values for the individual that enables the proper examination of the slope stability. The pore water pressure can be defined as the weight of the analysis which is being indicated in the form of multiplying the weight, and this interface failure of the surface can be easily shown. Thus, the pore water surface slope stability can be easily explained. The presence of the more realistic approach can be easily illustrated by the help of the phreatic surface, and the heterogeneous slopes are playing the major role in the development of the corresponding material. The structure clearly described the phreatic surface which is defined to be the pond water slopes.