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武利强, 叶飞, 林万青. 堆石料力学特性缩尺效应试验研究[J]. 岩土工程学报, 2020, 42(S2): 141-145. DOI: 10.11779/CJGE2020S2025
引用本文: 武利强, 叶飞, 林万青. 堆石料力学特性缩尺效应试验研究[J]. 岩土工程学报, 2020, 42(S2): 141-145. DOI: 10.11779/CJGE2020S2025
WU Li-qiang, YE Fei, LIN Wan-qing. Experimental study on scale effect of mechanical properties of rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 141-145. DOI: 10.11779/CJGE2020S2025
Citation: WU Li-qiang, YE Fei, LIN Wan-qing. Experimental study on scale effect of mechanical properties of rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 141-145. DOI: 10.11779/CJGE2020S2025

堆石料力学特性缩尺效应试验研究

Experimental study on scale effect of mechanical properties of rockfill materials

  • 摘要: 针对近年来堆石料力学特性缩尺效应试验研究成果较少的现状,开展了系列不同级配、不同最大粒径料的大三轴试验。试验料最大颗粒粒径分别为20,40,60 mm,级配采用同一分形维数控制,分别为2.3,2.6和2.7,代表了粗料、中间料和细料,共9组级配。制样标准采用同一相对密实度控制。研究表明:采用同一分形维数级配设计和同一相对密实度制样,堆石料内摩擦角、初始切线模量、体积模量总体上表现出随着颗粒最大粒径增大而增大的规律。但与变形模量相比,抗剪强度缩尺效应较小。

     

    Abstract: Due to few experimental achievements on scale effect of mechanical properties of rockfill materials, series of triaxial tests are made with different gradations and maximum diameters. The maximum diameters are 20, 40 and 60 mm. The 9 groups of gradations are designed with the same fractal dimensions under differecnt maximum diameters. The values of fractal dimensions are 2.3, 2.6 and 2.7, respectively, which represents coarse materials, medial materials and fine materials. The sample preparation standard is designed under the same relative density. The results show that the internal friction angles, initial tangent moduli and bulk moduli increase with the increase of the maximum diameters.

     

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