该结构由于植被的增加而破裂，由于这一原因，边坡稳定性的不平衡是很容易确定的。局部土壤条件的作用对提高边坡稳定性不平衡的因素很重要，结构简单地说明了明显的土壤内聚性，这是通过在陡坡上排水的形式表现出来的。摘要在确定土壤侵蚀的不饱和条件的基础上，可以很容易地指出其陡峭的森林平面，并确定其影响因素为地质力学效应。在雨季期间，边坡稳定性的不平衡程度是通过比较目前边坡稳定状态的两倍来确定的。这样的侵蚀导致了斜坡的不稳定，并且可以很容易地用研究的形式来解释。
过量荷载:当边坡上荷载过大时，会导致剪应力增加。当保护设施超过提供阻力时，容易形成斜坡破坏。大量的挖掘和充填:在边坡的开发中，利用回填沟来进行开挖。如果充填的区域不平整，且边坡内有松散的土体，则很容易产生不均匀沉降或变形。在填充区上方有建筑物时，会造成开裂、位移、倾斜或倾倒等灾害。
The structure seems to be ruptured with the increment of vegetation and due to this reason, the imbalance in the slope stability is easily determined. The function of the local soil condition is important for the enhancement of the factors regarding the imbalance of the slope stability and the structure easily illustrated the apparent soil cohesion which is being well represented in the form of draining the soils from the steep slopes. The steep forested planes can be easily indicated in the form of developing the reasons for the generalizing the unsaturated conditions which are estimated for the soil erosion and the effect is determined to be the geo-mechanical effect. During the rainy seasons, the imbalance of the slope stability is becoming twice which is determined by comparing the state of the present slope stability. The erosion thus leads to be unstable situation of the slope and can be easily explained by the form undertaken for the study.
Excessive loading: When there is excessive loading on the slope, it will lead to increase of the shear stress. When the protection facilities exceed the provide resistance, it will be easy to form slope damage. A large number of digging and filling: In the development of slope, the back-fill ditch is used to facilitate the excavation. If the area of filling is not rolling compact and there is the loose soil within the slope, it is fairly easy to produce uneven subsidence or deformation. When there is a building above the filling area, it will cause disasters such as cracking, displacement, skew or dumping.
