Stability and Evolution of Planar and Concave Slopes under Unsaturated and Rainfall Conditions

平面的 腐蚀 抽吸 地质学 降水 理论(学习稳定性) 正多边形 边坡稳定性 几何学 岩土工程 数学 地貌学 气象学 物理 计算机科学 计算机图形学(图像) 机器学习
作者
Arash Hassanikhah,Eric C. Drumm
出处
期刊:International Journal of Geomechanics [American Society of Civil Engineers]
卷期号:20 (7) 被引量:6
标识
DOI:10.1061/(asce)gm.1943-5622.0001662
摘要

Natural slopes are often observed to have a concave, convex, or a combination concave/convex profile, yet constructed slopes are traditionally designed with planar cross-sectional geometry. In this paper, the stability of two planar slopes was compared with that of companion concave slopes, designed to have similar factor of safety (FOS) under gravity loading. The stability of these slopes was then investigated in response to a suction event followed by a precipitation event, and it was shown that both the planar and the concave slopes experienced similar changes in stability. Additional analyses were conducted with a simulated erosion mechanism to investigate how the planar and concave shapes would evolve under a sequence of three similar suction/precipitation/erosion cycles. The results suggest that for these slopes, the second and third simulated weather cycles reduced the stability of the slopes, yet had a lesser effect on the concave slopes than the planar slopes. This is in spite of the fact that the planar slopes became more concave-like due to the simulated erosion and suggests that slopes designed to be concave may perform better than the planar slopes.

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