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位移反分析的提出,可望为边坡工程设计工程师提供一个确定有关地层力学参数和某些地应力分量的新方法。本文针对五强溪水电站左岸边坡岩层的特点,选择了HK模型,并从该边坡的实测位移出发,反演该边坡工程设计所需要的岩体力学参数。文中较详细地阐述了有关原理和可行的方法
Displacement back analysis proposed, is expected to provide slope engineering design engineers a new method to determine the mechanical parameters of stratigraphy and some components of the earth stress. In this paper, according to the characteristics of the left bank slope of Wuqiangxi Hydropower Station, the HK model was chosen and the mechanical parameters of the rock mass required for slope engineering design were retrieved from the measured displacements of the slope. The paper elaborates the principle and the feasible method in detail