Granular column collapse: Analysing the effects of gravity levels

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2025-03-17 DOI:10.1016/j.compgeo.2025.107207
Yucheng Li, Raul Fuentes
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Abstract

In this study, we investigated the effect of gravity level on the collapse of granular column using the Smoothed Particle Hydrodynamics (SPH) method based on the Mohr-Coulomb model. After validating the model with existing experimental studies, a dimensional analysis of the system’s scaling factors was performed to evaluate the influence of varying gravity levels. The results show that gravity significantly influences collapse dynamics, particularly in shortening the collapse time. To predict collapse time, we propose two models that account for varying gravity acceleration (g), both of which scale positively with n−1/2 (g = nG, where n is the gravity scaling factor, G = 9.81 m/s2). We find that the non-dimensional collapse time, t/τc (where t is the collapse time, and τc=h0/g, with h0 representing the initial height), is influenced by the initial aspect ratio, a (defined as a=h0/r0, where r0 is initial radius of the column). While gravity does impact collapse dynamics, its effects on the deposit run-out distance and final height remain consistently scaled at 1.0 across varying gravity levels. Additionally, we propose a modified mobility angle, θ, to investigate the effect of gravity on flow mobility, which aligns with expected gravity scaling. Furthermore, our findings are supported by observations of natural landslides in the Solar System. A multiscale analysis reveals that the spreading range of collapse is contingent on the sample volume and initial potential energy as opposed to gravity. This study has potential applications for investigating the collapse mechanisms of granular materials in planetary exploration.
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在本研究中,我们使用基于莫尔-库仑模型的平滑粒子流体力学(SPH)方法研究了重力水平对颗粒柱坍塌的影响。在用现有实验研究验证模型后,对系统的比例因子进行了尺寸分析,以评估不同重力水平的影响。结果表明,重力对坍塌动力学的影响很大,尤其是在缩短坍塌时间方面。为了预测坍塌时间,我们提出了两个考虑到不同重力加速度(g)的模型,这两个模型都以 n-1/2 的正比例缩放(g = nG,其中 n 是重力缩放因子,G = 9.81 m/s2)。我们发现,非维度坍塌时间 t∞/τc(其中 t∞ 为坍塌时间,τc=h0/g,h0 代表初始高度)受初始长宽比 a(定义为 a=h0/r0,r0 为柱的初始半径)的影响。虽然重力确实会影响坍塌动力学,但在不同的重力水平下,重力对沉积流出距离和最终高度的影响始终保持在 1.0 的范围内。此外,我们还提出了一个修正的流动角度θ′来研究重力对流动性的影响,这与预期的重力缩放是一致的。此外,我们的研究结果也得到了太阳系自然滑坡观测结果的支持。多尺度分析表明,塌陷的扩展范围取决于样本体积和初始势能,而不是重力。这项研究有可能应用于行星探测中颗粒材料塌陷机制的研究。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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