黄良, 刘鑫, 兰恒星. 2024. 钙质砂特征形状分析及不排水剪切强度研究[J]. 工程地质学报, 32(2): 378-386. doi: 10.13544/j.cnki.jeg.2022-0049.
    引用本文: 黄良, 刘鑫, 兰恒星. 2024. 钙质砂特征形状分析及不排水剪切强度研究[J]. 工程地质学报, 32(2): 378-386. doi: 10.13544/j.cnki.jeg.2022-0049.
    Huang Liang, Liu Xin, Lan Hengxing, et al. 2024. Investigation on characteristic shape of calcareous sand and associated effect on undrained shear strength[J]. Journal of Engineering Geology, 32(2): 378-386. doi: 10.13544/j.cnki.jeg.2022-0049.
    Citation: Huang Liang, Liu Xin, Lan Hengxing, et al. 2024. Investigation on characteristic shape of calcareous sand and associated effect on undrained shear strength[J]. Journal of Engineering Geology, 32(2): 378-386. doi: 10.13544/j.cnki.jeg.2022-0049.

    钙质砂特征形状分析及不排水剪切强度研究

    INVESTIGATION ON CHARACTERISTIC SHAPE OF CALCAREOUS SAND AND ASSOCIATED EFFECT ON UNDRAINED SHEAR STRENGTH

    • 摘要: 钙质砂的形状是影响其宏观力学性质的重要因素。人工挑选出不同特征形状(块状、片状、条状)的钙质砂,通过显微图像采集与处理技术,定义并构建了一个形状参数(偏离度α),对钙质砂的特征形状进行三维定量描述,配制3种不同形状掺量的钙质砂试样进行三轴固结不排水剪切试验,研究钙质砂的特征形状对其剪切特性的影响。研究结果表明:(1)偏离度α能够较好地对钙质砂的形状进行描述及区分,可作为一种量化钙质砂形状的有效手段;(2)钙质砂的不排水剪切强度与偏离度α有较好的相关性:若增加片状钙质砂的含量(α增加),则试样的不排水剪切强度降低,若增加条状钙质砂的含量(α减小),不排水剪切强度增大。研究成果不但加深了对钙质砂特征形状的理解,还为准确评估钙质砂的抗剪强度提供了新思路。

       

      Abstract: Particle shape is one of the key factors that affects the mechanical responses of calcareous sands. Different calcareous sands in terms of the characteristic particle shape(block, strip, and disc) were manually selected. A new particle shape descriptor(deviation factor α)was introduced to quantitatively describe the particle shape by using microscopic image acquisition and processing techniques. Meanwhile, a series of undrained triaxial tests were carried out on calcareous sands of different combinations of particle shape. The effects of particle shape on the shear strength of the calcareous sands were examined. It was found that:(1)the deviation factor(α)can be used as an effective method to distinguish calcareous sands of different particle shapes; (2)the undrained shear strength of calcareous sands yields good correlations with the deviation factor(α):the undrained shear strength decreases with the addition of disc-shaped calcareous sands(α increases), whereas it increases with the addition of strip-shaped calcareous sands(α decreases). The outcomes of this study provide insight into the particle shape characteristics of calcareous sands, and it also offers a promising method to accurately evaluate the shear strength of calcareous sands.

       

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