苑伟娜, 范文, 邓龙胜, 等. 2021. 黄土颗粒结构特征及其对剪切行为的影响[J]. 工程地质学报, 29(3): 871-878. doi: 10.13544/j.cnki.jeg.2021-0255.
    引用本文: 苑伟娜, 范文, 邓龙胜, 等. 2021. 黄土颗粒结构特征及其对剪切行为的影响[J]. 工程地质学报, 29(3): 871-878. doi: 10.13544/j.cnki.jeg.2021-0255.
    Yuan Weina, Fan Wen, Deng Longsheng, et al. 2021. Particle structure characteristics of loess and their effects on shear behavior[J]. Journal of Engineering Geology, 29(3): 871-878. doi: 10.13544/j.cnki.jeg.2021-0255.
    Citation: Yuan Weina, Fan Wen, Deng Longsheng, et al. 2021. Particle structure characteristics of loess and their effects on shear behavior[J]. Journal of Engineering Geology, 29(3): 871-878. doi: 10.13544/j.cnki.jeg.2021-0255.

    黄土颗粒结构特征及其对剪切行为的影响

    PARTICLE STRUCTURE CHARACTERISTICS OF LOESS AND THEIR EFFECTS ON SHEAR BEHAVIOR

    • 摘要: 微结构控制着黄土的宏观力学行为,进而影响着工程土体稳定性。本文通过X射线CT试验研究了陕西泾阳Q2黄土试样的三维颗粒结构特征,结合三轴剪切试验建立了黄土的颗粒流离散元数值计算模型,探讨了颗粒尺寸、形态和排列等结构特征对黄土剪切行为的影响。结果表明黄土试样颗粒的等效直径分布满足Weibull概率分布,球度分布符合Gamma分布,颗粒最大Feret直径方向角集中分布在与地层近平行的方向,表现出横观各向同性的排列特征。颗粒尺寸分布与颗粒球度值对试样的剪切破坏方式影响较小,主要影响试样的剪切强度特征:颗粒尺寸分布越均匀,试样应变硬化现象越显著,抗剪强度越高;椭圆形颗粒的球度值越小,试样的应变硬化现象越显著,但抗剪强度相对越低。颗粒排列方式对剪切行为的影响较显著,颗粒方向主要垂直于轴向加载方向时,试样具有较大的峰值强度和应力降,形成贯通的剪切破坏面;颗粒方向主要平行于轴向加载方向时,试样具有较低的抗剪强度,表现为塑性剪切破坏。

       

      Abstract: The microstructure controls the physical and mechanical properties of loess and further affects engineering stability. In this paper,we quantitatively investigated the three-dimensional particle structure characteristics of loess from Jingyang,Shaanxi province through X-ray computed tomography(CT)experiment and Avizo software. We established the numerical simulation model of loess based on the results of triaxial shear test,and analyzed the influences of particle size,shape and arrangement on the shear behaviors of loess by using PFC software. The results show that the equivalent diameter and sphericity distribution of loess particles obey the Weibull and Gamma probability distribution function,respectively. The loess sample has a transversely isotropic arrangement,and the maximum Feret diameters of most particles are nearly parallel to bedding direction. Particle size distribution and particle sphericity mainly affect strength characteristics,and have little effect on the failure mode of loess sample. As particle size distribution becomes more uniform,the shear strength of sample increases,and strain hardening phenomenon becomes more obvious. The shear strength of samples with elliptic particles reduces with decreasing particle sphericity. Particle arrangement has a noticeable impact on the shear behaviors of sample. The sample shows obvious stress drop and develops brittle shear failure when the maximum Feret diameters of most particles are parallel to the axial loading direction. The sample has lower shear strength and develops plastic shearing band when the maximum Feret diameters of most particles are perpendicular to the axial loading direction.

       

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