Landslide disasters are often a threat to the smooth transportation and economy of the community. Meulaboh-Geumpang crossroad, located in the western coastal region of Aceh Province, is one of the landslides-prone areas. Thus, the appropriate solution is necessary for preventing and handling the landslides in this area. This study conducted slope reinforcement using segmental concrete blocks combined with geogrids. The planned vertical distance of the geogrid (Sv) was 0.2 m, 0.4 m, and 0.6 m, while the length of the geogrid plan was 1 meter outside the failure envelope of the slip surface at the existing condition. The slope of the planned slope angle for the installation of the concrete blocks was 45°, 60°, and 90°. The dimensions of segmental concrete blocks were 20 cm high, 30 cm wide, and 40 cm long. The safety factor, at the condition after overall reinforcement, reached an acceptable amount for handling, only at STA 84 + 280 with a slope of 90°. A reinforced concrete beam ...

中文翻译：

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Meulaboh–Geumpang公路分段混凝土砌块墙和土工格栅的边坡稳定性分析

滑坡灾害经常威胁到社区的顺利运输和经济发展。位于亚齐省西部沿海地区的默拉波-金邦十字路口是滑坡易发地区之一。因此，需要适当的解决方案来防止和处理该地区的滑坡。这项研究使用分段混凝土块结合土工格栅进行了边坡加固。在现有条件下，土工格栅的计划垂直距离（Sv）为0.2 m，0.4 m和0.6 m，而土工格栅计划的长度在滑动面的破坏范围之外1米。用于安装混凝土砌块的计划坡度角的坡度为45°，60°和90°。分段混凝土块的尺寸为20厘米高，30厘米宽和40厘米长。安全系数 在整体加固后的状态下，仅在STA 84 + 280的倾斜角度为90°时才达到可接受的处理量。钢筋混凝土梁...