通过数值模拟的手段建立了采用土工格栅加筋土高陡路堤模型，分析了土工格栅加筋高陡路堤边坡的变形特性及稳定性，指出经土工格栅加筋后的高陡边坡稳定性得到极大地提高，可以满足路堤边坡稳定性的设计要求。%A model of high and steep embankment of geogrids reinforced earth is established by numerical simulation, and analysis on its deform-ation characteristic and stability is carried out. A solution that the stability of high and steep embankment reinforced with geogrids raises greatly and satisfies the design requirements.
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