在边坡稳定分析中，岩体力学参数的选取直接影响着计算分析的结果。
In slope stability analysis, the selection of rock mechanical parameters has direct influence on the result of the calculation.
由于岩体具有不均匀性、不连续性和随时间变化的特性，目前在层状岩体边坡工程的岩体力学参数选取方面仍然存在一些问题。
Because rock mass possesses heterogeneity, discontinuity and rheology property, there exists some problems on the choice of rock mass mechanical parameter of layer rock mass slope engineering.
等效参数化模型使用较少的模型参数，关键在于物理元件及其力学特性参数的选取；
The equivalent parameter model uses less parameters, but the selection of elements and their corresponding parameters plays an important role in this modeling method.
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