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为研究石笼单体结构的受力性能和变形情况,进行了12个石笼单体的力学性能试验,并对数据进行了处理和分析。结果表明:(1)石笼单体的抗压承载力主要取决于填石的抗压能力和级配;(2)石笼抗压受荷初始阶段有明显的弹性性质,后填石压碎重新排列,图形呈锯齿状;(3)两组不同填石的石笼单体综合内摩擦角差别不大;(4)石笼抗剪能力受竖向压力影响很大。
In order to study the mechanical properties and deformation of gabion single structure, the mechanical properties of 12 gabions were tested and the data were processed and analyzed. The results show that: (1) The compressive bearing capacity of gabion monomer mainly depends on the compressive capacity and grading of rockfill; (2) The elastic behavior of gabion is obviously elastic in the initial stage, Rearranged, the graph was jagged; (3) the difference of the total internal friction angle between two groups of stone-filled gabions was not significant; (4) the shear resistance of the gabion was greatly influenced by the vertical pressure.