The engineering analogy method and finite element method are used to respectively predict the settlement value of the south anchorage foundation at the design and construction stages.
采用工程类比法和有限元法，分别在设计和施工阶段预测该桥南锚基础的沉降值。
Firstly, based on the geological condition, this paper adopts engineering geological analogy to make an elementary shoring project, and then calculates the stability by limit equilibrium method.
为此，首先根据边坡工程地质情况，进行工程类比，确定了初步的支护方案，并采用极限平衡分析方法，计算了在此支护方案条件下的边坡稳定性。
Using the engineering geologic analogy method, the parameter had been suggested and the stability of the landslide at various conditions is evaluated.
利用工程地质类比法选取参数，对各种状态下的滑坡稳定性进行定量评价。
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