A Multi-Scale Drucker–Prager Strength Criterion Based on Microscopic Physical Soil Analysis

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
D.-L. Feng, X.-L. Xiao, S.-H. Liang
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引用次数: 0

Abstract

The coupling of interactions between liquid, gas and particles in soil at different scales leads to specific particulate and structural soil characteristics. In this study, a soil cell element model was used to establish a multiscale Drucker–Prager strength criterion with respect to the microscopic physical details of soil. A series of soil cell element samples were prepared for consolidated and undrained triaxial compression tests that were used to calculate the model parameters. Using theoretical analysis and experimental results, the yield locus of the multiscale Drucker–Prager strength criterion was drawn on a deviatoric plan. The results showed that the yield locus was consistent with the experiments, and became larger as the reinforcement particle size decreased and the particle volume fraction increased. Therefore, the multi-scale Drucker–Prager strength criterion relates the microscopic physical soil characteristics to its macroscopic strength.

基于微观物理土壤分析的多尺度德鲁克-普拉格强度标准
土壤中不同尺度的液体、气体和颗粒之间的相互作用耦合导致了特定的颗粒和结构土壤特性。在这项研究中,利用土壤细胞元素模型建立了与土壤微观物理细节相关的多尺度德鲁克-普拉格强度准则。在固结和不排水三轴压缩试验中制备了一系列土壤细胞元素样本,用于计算模型参数。利用理论分析和试验结果,在偏差平面上绘制了多尺度德鲁克-普拉格强度准则的屈服点。结果表明,屈服点与实验结果一致,并且随着钢筋粒径的减小和钢筋颗粒体积分数的增加而变大。因此,多尺度德鲁克-普拉格强度准则将土壤的微观物理特性与宏观强度联系起来。
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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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