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本文用弹性理论方法,给出了受自重作用的弹性介质边坡内最大剪应力作用面的分布规律和最大剪应力迹线,从而对分析边坡稳定性提供一定的理论依据,并对抗剪强度较弱介质提供了可能的滑移面的理论形式。
In this paper, the distribution law of the maximum shear stress acting surface and the maximum shear stress in the elastic medium slope subjected to its own weight are given by the elastic theory method, which provides a theoretical basis for analyzing the stability of the slope and resists shear. The weaker media provides the theoretical form of possible slip planes.