Yihang Wu, Beibing Dai, Kangle Xu, Pei Liu, Yang Wu, Jiankun Liu
{"title":"基于颗粒形态的颗粒组合在一维压缩下破碎行为表征","authors":"Yihang Wu, Beibing Dai, Kangle Xu, Pei Liu, Yang Wu, Jiankun Liu","doi":"10.1007/s11440-024-02466-x","DOIUrl":null,"url":null,"abstract":"<div><p>In this study, a series of one-dimensional compression tests are conducted to study the particle breakage behavior of carbonate sands, with a focus on the effect of particle grading. Advanced image processing techniques (i.e., the QICPIC imaging system and the X-ray micro-tomography) are employed to analyse the particle crushing phenomenon by tracing the evolution of particle morphology features which include the particle size and shape. The results show that particle shape tends to become more irregular with increasing overburden pressure. The evolution of the cumulative distribution of overall particle shape index (overall regularity, <i>OR</i>) will reach a steady state, which is analogous to the evolution of particle size distribution during the compression process. A new shape-dependent particle breakage index, termed relative shape breakage index (<i>S</i><sub>r</sub>), has been proposed to quantify the breakage degree, and its correlation with the particle size-dependent breakage index is analysed. Finally, the X-ray micro-tomography (μCT) data are utilized to explore the shape variation of child particles during the fragmentation of a single particle from a micromechanical perspective. The particle size effect on the breakage behavior of particle assemblies under one-dimensional compression is also schematically clarified.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 4","pages":"1813 - 1830"},"PeriodicalIF":5.6000,"publicationDate":"2024-11-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Particle-morphology-based characterization of the breakage behavior of particle assemblies under one-dimensional compression\",\"authors\":\"Yihang Wu, Beibing Dai, Kangle Xu, Pei Liu, Yang Wu, Jiankun Liu\",\"doi\":\"10.1007/s11440-024-02466-x\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In this study, a series of one-dimensional compression tests are conducted to study the particle breakage behavior of carbonate sands, with a focus on the effect of particle grading. Advanced image processing techniques (i.e., the QICPIC imaging system and the X-ray micro-tomography) are employed to analyse the particle crushing phenomenon by tracing the evolution of particle morphology features which include the particle size and shape. The results show that particle shape tends to become more irregular with increasing overburden pressure. The evolution of the cumulative distribution of overall particle shape index (overall regularity, <i>OR</i>) will reach a steady state, which is analogous to the evolution of particle size distribution during the compression process. A new shape-dependent particle breakage index, termed relative shape breakage index (<i>S</i><sub>r</sub>), has been proposed to quantify the breakage degree, and its correlation with the particle size-dependent breakage index is analysed. Finally, the X-ray micro-tomography (μCT) data are utilized to explore the shape variation of child particles during the fragmentation of a single particle from a micromechanical perspective. The particle size effect on the breakage behavior of particle assemblies under one-dimensional compression is also schematically clarified.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"20 4\",\"pages\":\"1813 - 1830\"},\"PeriodicalIF\":5.6000,\"publicationDate\":\"2024-11-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-024-02466-x\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02466-x","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Particle-morphology-based characterization of the breakage behavior of particle assemblies under one-dimensional compression
In this study, a series of one-dimensional compression tests are conducted to study the particle breakage behavior of carbonate sands, with a focus on the effect of particle grading. Advanced image processing techniques (i.e., the QICPIC imaging system and the X-ray micro-tomography) are employed to analyse the particle crushing phenomenon by tracing the evolution of particle morphology features which include the particle size and shape. The results show that particle shape tends to become more irregular with increasing overburden pressure. The evolution of the cumulative distribution of overall particle shape index (overall regularity, OR) will reach a steady state, which is analogous to the evolution of particle size distribution during the compression process. A new shape-dependent particle breakage index, termed relative shape breakage index (Sr), has been proposed to quantify the breakage degree, and its correlation with the particle size-dependent breakage index is analysed. Finally, the X-ray micro-tomography (μCT) data are utilized to explore the shape variation of child particles during the fragmentation of a single particle from a micromechanical perspective. The particle size effect on the breakage behavior of particle assemblies under one-dimensional compression is also schematically clarified.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.