Numerical Analysis on the Stability of Sandstone-Covered Mudstone Cutting Slopes Considering Rainfall Infiltration
نویسندگان
چکیده
Landslide caused by rainfall are easily produced when excavating conduct in sandstone-covered mudstone strata. The expansion project of the Heishan Village to Jixi section Dan-A Highway is used as an example study formation and damage mechanism rainfall-induced landslide cutting slope. Finite element numerical analyze stability slope using Geo-Studio ANSYS software for three different rainfall-influencing factors intensity, duration form. indicates that time intensity will decrease slope, effect on lagging behind. When 80 mm, 1 d, stagnation 5 h, instability critical state. front toe first unstable part process instability. Rock artificial construction important reasons this phenomenon.
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ژورنال
عنوان ژورنال: Applied sciences
سال: 2023
ISSN: ['2076-3417']
DOI: https://doi.org/10.3390/app13031802