{"title":"颗粒形态对颗粒土单颗粒破碎行为的影响","authors":"Chen-Xi Tong , Xin-Ji-Yuan Li , Zong-Lei Dong , Sheng Zhang , Daichao Sheng","doi":"10.1016/j.trgeo.2025.101720","DOIUrl":null,"url":null,"abstract":"<div><div>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 <em>σ</em><sub>0</sub> and Weibull modulus <em>m</em> 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.</div></div>","PeriodicalId":56013,"journal":{"name":"Transportation Geotechnics","volume":"55 ","pages":"Article 101720"},"PeriodicalIF":5.5000,"publicationDate":"2025-09-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of Scale-Dependent Particle Morphology on the Single-Particle Crushing Behavior of Granular Soil\",\"authors\":\"Chen-Xi Tong , Xin-Ji-Yuan Li , Zong-Lei Dong , Sheng Zhang , Daichao Sheng\",\"doi\":\"10.1016/j.trgeo.2025.101720\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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 <em>σ</em><sub>0</sub> and Weibull modulus <em>m</em> 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.</div></div>\",\"PeriodicalId\":56013,\"journal\":{\"name\":\"Transportation Geotechnics\",\"volume\":\"55 \",\"pages\":\"Article 101720\"},\"PeriodicalIF\":5.5000,\"publicationDate\":\"2025-09-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2214391225002399\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2214391225002399","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.