颗粒形态对颗粒土单颗粒破碎行为的影响

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Chen-Xi Tong , Xin-Ji-Yuan Li , Zong-Lei Dong , Sheng Zhang , Daichao Sheng
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引用次数: 0

摘要

粒状土壤颗粒表现出复杂的、多尺度的形态,包括整体形态、圆度和表面粗糙度。由于不同尺度形状特征之间的相互作用,孤立单一尺度形状特征对颗粒破碎行为的影响是具有挑战性的。为此,在单尺度粒子形状指示器中,采用基于噪声的框架生成梯度可控的粒子序列。使用改进的粘结颗粒模型进行了600多次单颗粒破碎模拟,该模型能够捕获真实的颗粒几何形状。模拟结果表明,颗粒的破碎强度受宏观尺度球形度的支配,尺寸效应主要受中尺度圆度的影响,而微观尺度表面粗糙度对破碎强度的影响可以忽略不计。随着球度的增大,特征强度σ0和威布尔模量m均增大,表明抗破碎性能提高,抗破碎强度变异性减小。尺寸效应的程度与圆度呈明显的负相关,这归因于颗粒与加载板之间的接触面积。无论初始颗粒形状如何,破碎强度与颗粒与加载平台的接触面积呈正相关。最后,提出了考虑颗粒形状和粒度的特征破碎强度概率模型,该模型与试验数据吻合较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Scale-Dependent Particle Morphology on the Single-Particle Crushing Behavior of Granular Soil
Granular soil particles display complex, multi-scale morphologies, including overall form, roundness, and surface roughness. Due to the interplay among shape features at different scales, isolating the effect of a single-scale shape characteristic on particle crushing behavior is challenging. To this purpose, a noise-based framework was employed to produce particle series with controlled gradients in a single-scale particle shape indicator. Over 600 single-particle crushing simulations were conducted using an improved bonded particle model capable of capturing realistic particle geometries. The simulation results highlight that particle crushing strength is governed by macro-scale sphericity, and the size effect is mainly influenced by meso-scale roundness, while micro-scale surface roughness has a negligible impact on crushing strength. As sphericity increases, both characteristic strength σ0 and Weibull modulus m increase, indicating improved breakage resistance and reduced variability in crushing strength. The extent of the size effect exhibits a clear negative correlation with roundness, attributed to the contact area between the particle and the loading platens. Regardless of the initial particle shape, crushing strength has a positive correlation with contact area between the particle and loading platens. Finally, a probabilistic model for the characteristic crushing strength, incorporating both particle shape and size, is proposed and demonstrates good agreement with the test data.
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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