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在系统调研加筋土陡边坡路堤研究应用的基础上,结合赣龙铁路加筋土陡边坡典型工程,开展了水平土压力、竖直土压力、土工格栅拉筋应变以及坡面水平变形等项目的现场测试,研究了加筋土陡边坡的受力特征、作用机理,验证了设计方法,测试结果及多年运营表明:加筋土陡边坡设计合理,能满足路堤稳定和变形的要求。
Based on the systematic investigation of the application of reinforced steep slope embankment, combined with the typical project of steep slope reinforced by Ganlong Railway, the horizontal earth pressure, vertical earth pressure, geogrid tensile strain and the slope level Deformation and other projects in the field test, studied the reinforced earth steep slope force characteristics, mechanism of action, verify the design method, test results and years of operation shows that: reinforced earth steep slope design is reasonable to meet the embankment stability and deformation Request.