本文主要讲土地被破坏的人为因素，坡地的不合理利用会引起地形和自然植被的变化。由于开挖、填埋和自然植被的肆意砍伐，使边坡坡度变陡，从而导致水土保持功能的丧失，进而增加了边坡崩塌的发生。滥伐是在山坡上进行的一种挖掘，目的是在山坡上发展自然植被，导致土壤坡面。根据坡面植被的解释，由于植被的作用，地质力学效应表现为植物根系对土壤的强化作用。eco-hydrological访问分布的不平衡,在这种情况下(Răsvan Danciu Popescu, 2011)。本篇美国市场营销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 improper use of hillside land can cause the change of terrain and natural vegetation. The gradient of the slope is steepening because of digging, filling and the natural vegetation wanton felled, which leads to the loss of soil and water conservation function then increases the occurrence of slope collapse. The wanton felled is a type of excavation which is made at the hillside for the purpose of developing natural vegetation on the hill side, and it leads to the soil slope level. As per the explanation of the vegetation is considered along the hill slides, due to the vegetation, the geo-mechanical effect is depicted by showing the enhancement of the work and the reinforcement of the soil by the plant roots. The distribution is accessed by the eco-hydrological imbalance that is seen in this case (Răsvan, Danciu and Popescu, 2011).
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 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.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.
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 (Wiemer and Kopf, 2017).Slope corner excavation may reduce the shear strength of the rock, and when triggered by other factors, there is a possibility of immediate damage.