岩土工程
破损
蠕动
分形维数
分形
剪切(地质)
变形(气象学)
钙质的
地质学
材料科学
数学
复合材料
数学分析
古生物学
作者
Shuang Jiao,Chengshun Xu,Jialin Xu
标识
DOI:10.1080/1064119x.2023.2263455
摘要
AbstractCalcareous sand is widely used in coastal engineering and island construction, which has the characteristic of easy crushing. A series of ring shear and one-dimensional compression creep tests were carried out for the crushing evolution under the influence of large deformation and time length effects. The mechanical characteristics and deformation properties of the single-graded specimens were analyzed, focusing on the crushing characteristics, and fractal properties under the action of different shear displacements, stress levels, initial gradations and creeping motion effects. The results show that the fractal dimension is positively correlated with crushing, the increase of shear displacement, stress level, and initial mean particle size has a facilitating effect on crushing. Under large deformation conditions, this promoting effect gradually tends to slow down, and the characteristic of limit fractal exists. The creep behavior reflects the continuous deformation characteristics of calcareous sand, and the specimen as a whole is still in the stage of crushing development, and the effect of time duration on the fractal is limited.Keywords: Particle breakagering sheargradationthe fractalcreep behavior AcknowledgmentsThis study was supported by the National Outstanding Youth Science Fund Project of the National Natural Science Foundation of China (Grant No.51722801).Data availability statementSome or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.Disclosure statementNo potential conflict of interest was reported by the authors.
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