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不同击实能作用下填方场地重塑黄土强度试验研究

Experimental study on the strength of remolded loess on filled sites under different compaction energies

  • 摘要: 为了研究不同击实能、含水率对重塑黄土(填方土体)抗剪强度的影响,以延安地区Q4黄土为研究对象,开展了击实能分别为592.2、1 342.4、1 820.2、2 684.9 kJ/m3条件下的直剪试验。研究结果表明:重塑黄土的干密度随击实能的增大而增大,最优含水率随击实能的增大而减小;不同击实能作用下重塑黄土抗剪强度均与垂直压力成正比;各击实能条件下重塑黄土的黏聚力在最优含水率的两侧呈现出先递增后递减的变化趋势,内摩擦角随着击实能的增大而增大。研究结果可为山区高填方煤矿场地地基处理提供参考。

     

    Abstract: In order to study the influence of different compaction energies and moisture contents on the shear strength of the remolded loess(embankment fill), taking the Q4 loess of Yan'an as the research object, the direct shear tests were carried out under conditions of the compaction energy is 592.2 kJ/m3, 1 342.4 kJ/m3, 1 820.2 kJ/m3 and 2 684.9 kJ/m3 respectively. The results show that the dry density of the remolded loess increases with the increase of compaction energy, while the optimal moisture content decreases with the increase of compaction energy; shear strengths of the remolded loess under different compaction energies are proportional to the vertical pressure; the cohesive strength of remolded loess under various compaction energy conditions shows a trend of increasing first and then decreasing on both sides of the optimal water content, the internal friction angle increases with the increase of compaction energy. The results can provide reference for the ground treatment of high filled coal mine sites in mountainous area.

     

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