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唐晓林, 童立红, 徐长节, 丁智, 丁海滨, 柳伟. 考虑土的粒径级配及变形的土-水特征曲线模型[J]. 岩土工程学报. DOI: 10.11779/CJGE20240339
引用本文: 唐晓林, 童立红, 徐长节, 丁智, 丁海滨, 柳伟. 考虑土的粒径级配及变形的土-水特征曲线模型[J]. 岩土工程学报. DOI: 10.11779/CJGE20240339
Soil-water characteristic curve model considering grain size gradation and deformation of soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240339
Citation: Soil-water characteristic curve model considering grain size gradation and deformation of soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240339

考虑土的粒径级配及变形的土-水特征曲线模型

Soil-water characteristic curve model considering grain size gradation and deformation of soil

  • 摘要: 土的粒径分布(Particle Size Distribution,简记为PSD)已被广泛应用于估算土-水特征曲线(SWCC),且土的孔隙分布(Pore Size Distribution,简记为POSD)对SWCC具有重要影响,建立PSD与POSD之间的关系对于研究SWCC具有重要意义。通过对大量实验数据分析表明:粒径与孔径之间在双对数坐标下存在线性“阶梯”状的分布规律,粒径越大,线性“阶梯”越明显;粒径越小,“阶梯”逐渐消失并趋向于线性分布。基于这一结论,首先,根据线性“阶梯”状的分布规律构建粒径与孔径之间的关系;其次,根据Young-Laplace方程,引入粒径分布函数和孔隙比,建立考虑土的粒径级配考虑及变形的SWCC模型。最后,通过多组实验数据进行验证,结果表明本文所提出的模型均能较好的符合实验观测,验证了模型的可靠性。

     

    Abstract: Soil particle size distribution (PSD) has been widely used in the estimation of soil-water characteristic curve (SWCC), and soil pore size distribution (POSD) has an important effect on SWCC, and the relationship between PSD and POSD is of great significance for the study of SWCC. Through the analysis of a large amount of experimental data, it is shown that there is a linear “ladder” distribution law between particle size and pore size in double logarithmic coordinates, and the larger the particle size is, the more obvious the linear “ladder” is; the smaller the particle size is, the “ladder” disappears gradually and tends to the SWCC. The smaller the particle size, the “ladder” gradually disappears and tends to linear distribution. Based on this, firstly, the relationship between particle size and pore size was constructed according to the linear “step” distribution law; secondly, according to the Young-Laplace equation, the particle size distribution function and pore ratio were introduced to establish a SWCC model considering the particle size grading and deformation of the soil. Finally, the model is verified by several sets of experimental data, and the results show that all the models proposed in this paper can conform to the experimental observations better, which verifies the reliability of the model.

     

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