加拿大萨斯卡川大学代写论文
通过对楔形分析的简单和完整方法的分析，确定了楔形法的理论分析方法。通过使用似乎使用非垂直接口的多个楔子，可以清楚地看到这一点。将广义楔入法确定为力和力矩平衡，并与动力学条件进行解释。充分调动的力量是充分的结构在分离的楔形和成就的楔形是适当的允许说明楔形的可容许性。阐述了初始楔形基方法的结构，提出了初始楔形基的解决方案和问题。该模型的结构是建立在模型的基础上的，是基于广义模型的，对边坡稳定性分析具有一定的适用性。
在安全性方面，可以很容易地定义受欢迎的因素，并说明了在抗剪强度上可用的数量。为了使边坡达到极限平衡的初始状态，必须降低剪切强度的大小。因此，在有效剪切的概念下，可以很容易地表达出破坏表面的剪应力。 t = 1 / F *(c ‘ + ‘ tanØ’) 在考虑坡度的情况下，将其斜率表示为具有相变表面的均质材料，并将其离散化为3个楔形。自由身体图简单地解释了个体的楔形，并指示作用在它们上的力，显示了被动员的剪切力和摩擦强度被用来定义作用在每个楔形上的力。个人符号可以被增强的定义描述我=编号,l =两边的长度,ξ=动员剪切强度的内聚组件的内部表面,如果=动员的内聚组件剪切强度和外部故障似乎封闭质量下滑。
The theoretical analysis of the Wedge method is defined by way of the analysis which is being made by the illustrating the simple and the complete method of the wedge analysis. It is clearly demonstrated by using the multiple wedges that seem to be using the non-vertical interfaces. The generalized wedge method is determined to be the force and the moment equilibrium which is made to be explained along with the kinetic conditions. The fully mobilized strengths are fully structured on both the separation of the wedges and the achievement of the wedges is appropriately allowed for illustrating the admissibility of the wedges. The structure of the initial wedge based methods was illustrated to be addressing the solutions and the problems which are illustrating to be initial wedge based solutions. The structure, for the purpose of constituting the model, is illustrated to be based on the generalized model which is adequate for the slope stability analysis.
The well-accepted factors can be easily defined regarding the safety, and the amount is illustrated to be available on the shear strength. The amount of the shear strength must be reduced for the purpose of bringing the slope to its initial state of the limiting equilibrium. Due to this, the shear stress on the failure surface can be easily expressed concerning effective shear concept.
t = 1/F*(c’+a’ tanØ’) As per the slope is being considered, the slope is indicated to be made up of the homogeneous materials with a phreatic surface and the discretization into the three wedges can be depicted. The free body diagrams simply explain the individual wedges and indicate the forces that are acting on them with showing the mobilized shear and the frictional strength is being used for defining the forces acting on each wedge. The individual symbols can be depicted by the enhancement of the definition which is i= side numbering, l= length of the sides, Xi= mobilization of the cohesive component of the shear strength at the internal surfaces, Si= Mobilization of the cohesive component of the shear strength and the outer failure that seems to be enclosing the slipping mass.
