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刘文白, 李业勋, 曹 亮. 单调荷载下的砂土宏观和细观力学性状关联度试验研究[J]. 岩土工程学报, 2011, 33(2): 220.
引用本文: 刘文白, 李业勋, 曹 亮. 单调荷载下的砂土宏观和细观力学性状关联度试验研究[J]. 岩土工程学报, 2011, 33(2): 220.
LIU Wen-bai, LI Ye-xun, CAO Liang. Experimental study on association of macro and micro mechanical behaviors of sand under monotonic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 220.
Citation: LIU Wen-bai, LI Ye-xun, CAO Liang. Experimental study on association of macro and micro mechanical behaviors of sand under monotonic loading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 220.

单调荷载下的砂土宏观和细观力学性状关联度试验研究

Experimental study on association of macro and micro mechanical behaviors of sand under monotonic loading

  • 摘要: 基于压缩试验的细观观测,研究了土体宏观力学性状和颗粒细观参数的定量关系。通过对单调压缩荷载下砂土颗粒的运动分析,研究了砂土颗粒的长轴L、短轴B、y轴投影长度、形心x坐标与形心y坐标5个细观力学指标与宏观力学性状孔隙比的关联,提出细观力学参数与孔隙比的量化计算式。依据中砂半模压缩试验结果修正了量化计算式,砂样顶面圆心处#1观测点的计算孔隙比e小于砂样底面圆心处#2观测点的e;砂样1/2高度水平面上,环刀与砂样中轴线间距离的中点#3观测点的e小于环刀内侧壁处#4观测点的e,根据计算结果绘出各观测点的e–p曲线。各观测点的计算孔隙比表明,观测点位置影响了颗粒运动及孔隙比变化。通过对砂土细观力学性状与孔隙比之间关联度的试验研究,从散体细观力学出发,提出了一种基于试验的土体宏、细观力学性状相关联的研究方法。

     

    Abstract: Based on the close observation of compression experiments, the quantitative relations between macro-mechanical properties of soil and micro-parameters of particles are studied. By analyzing the movements of sand particles under monotonic loading, the association between the porosity ratio as macro-mechanical property of soil and the five micro-parameters of sand particles, including long axis L, short axis B, y-axis projection length, x, y coordinate of the centroid of particle is investigated, A quantified formula for the micro-parameters of particles and the porosity ratio is proposed. The quantization formula is modified in accordance with the test results of half mold compression tests. The porosity ratio e of sand sample top-surface circle center #1 observation point is slighter than that of #2 observation point. At 1/2 height of the sand sample, the porosity ratio e of centre point observation point #3 between axle wires of cutting ring and sand sample is slighter than that of observation point #4 of medial wall of cutting ring, and the e-p curve of observation points is plotted according to calculated results. The calculated porosity of all observation points demonstrates that the location of observation point has effects on grain movement and porosity ratio variation. By means of the experimental study on the association between the micro-mechanical properties of soil and the porosity ratio as well as the dispersoid micro-mechanics, a relevant method based on experiments for the association between the micro-mechanical and macro-mechanical properties of soil is proposed.

     

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