附加质量法在土石混合料密度检测中的适用性研究

    Applicability of additive mass method in density tests on soil-mixture materials

    • 摘要: 附加质量法已经在多座土石坝工程的不同筑坝料密度检测中得到了应用,随着近年来水利水电工程的发展,宽级配高细粒含量的土石混合料也逐渐被应用在坝体填筑中,而附加质量法在土石混合料中的适用研究开展的仍较少。依托某抽水蓄能电站工程,对不同风化玢岩含量的混合填筑料开展了附加质量法试验和坑测密度试验,并对附加质量法密度求解的准确性进行了讨论和分析。经过研究发现:附加质量法在玢岩含量较低的试料中表现良好,但随着混合料玢岩比例的提高,试料的实测干密度以及附加质量法测得的频率和刚度均表现出一定的随机性,部分测点结果的合理性较差,需要开展 \omega ^ - 2\text - \Delta m 相关性分析来验证测点结果合理性才能取得准确的密度结果。

       

      Abstract: The additive mass method (AMM) has been applied in the density tests on different materials of many earth-rockfill dams. With the development of hydropower projects in recent years, the soil-rock mixtures (S-RM) with wide gradation and high fines content have been used for dam construction. While the researches on the applicatbility of the AMM in the soil-rock mixtures are insufficient. In this study, the AMM is adopted to evaluate the compaction densities of the S-RM composing of fresh dolomite and strongly weathered diorite porphyrite in a pumped storage power station in China. The compaction densities evaluated by the AMM are compared with those measured by the pit tests. The results demonstrate that for the S-RM containing low contents of diorite porphyrite, the compaction densities can be reasonably evaluated by the AMM. For the S-RM with high contents of diorite porphyrite, the analysis of the \omega ^ - 2\text - \Delta m correlation obtained by the AMM in advance is required to conduct reasonable compaction density evaluation.

       

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