A MODIFIED MODEL OF BOXLUCAS1 STRESS TRANSFER FOR LOOSE GRANULAR MATERIALS
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摘要: 为了解松散颗粒材料中颗粒粒径级配变化对材料力学性质的影响,开展了不同粗砂颗粒含量砂样的直剪试验,得到了不同法向应力条件下的应力-应变曲线和剪切强度。根据BoxLucas1应力传递模型曲线模型对试验结果进行拟合,模型中考虑了粗砂含量的变量因素,建立了适用于松散颗粒材料强度的力学修正模型,模型参数均可通过试验获得。该模型可同时考虑粗砂含量和法向应力变化对试验结果的影响,模型最终计算结果与试验结果具有较好的一致性,可较好地适用于松散颗粒剪切强度的计算。Abstract: To understand the effect of particle size gradations on mechanical properties of loose granular materials, direct shear tests of specimens with different coarse particle fractions were conducted. The stress-strain curves and shear strength were obtained in the conditions of different normal stress. The results were fitted according to the model of the BoxLucas1 stress transfer. The changes of coarse sand fractions were introduced into the model as a parameter, and a modified model suitable for the strength of loose granular materials was developed. The model could take into account influences of coarse sand fractions and normal stress, and the final calculation results were in good agreements with the experimental results, which could be used to calculate shear strength of loose granular materials.
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Key words:
- loose granular material /
- grading /
- direct shear test /
- model modification /
- shear strength
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