АНАЛИЗ АРМИРОВАННЫХ ОТКОСОВ БОЛЬШИХ РАЗМЕРОВ: ЧИСЛЕННЫЙ ПОДХОД: ChISLENNYJ PODHOD
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B. J Brinkgreve and W.
Broere). Оптимизация конечно-элементной двумерной модели с простыми деформациями была проведена для заложения, расстояния между краями, длины георешетки с помощью программного обеспечения PLAXIS.
Было замечено, что поведение оседания под нагрузкой и предельная несущая способность фундамента могут быть значительно улучшены за счет включения армирующего слоя в соответствующем месте откоса. .
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