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.
边坡稳定离心模型试验中离心力分布不均匀会给试验结果带来误差。
The nonuniform distribution of the centrifugal force in the centrifugal model test for slope stability brings about experimental errors.
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