{"title":"颗粒形态对颗粒材料剪切模量影响的新观察","authors":"Shao-Heng He, Zhen-Yu Yin, Zhi Ding, Rui-Dong Li","doi":"10.1007/s11440-025-02640-9","DOIUrl":null,"url":null,"abstract":"<div><p>The influence of particle shape on the shear modulus at very small strain (<i>G</i><sub>max</sub>) of granular materials remains poorly understood and correlated. Using both micro-CT and bender element tests, this study aims to further systematically investigate this influence by comparing six granular materials with distinct particle shapes. The study included materials with angular and rounded particles, as well as relatively spherical and moderately angular particles, with particle morphological factors assessed using micro-CT. A series of bender element tests was conducted on these materials under various relative densities (<i>D</i><sub>r</sub>) and mean effective stresses (<i>p</i>′). Additionally, computed tomography (CT) technique was employed to interpret the role of particle shape on <i>G</i><sub>max</sub> from a microstructural perspective. The test results reveal that under the same relative density condition, as the irregularity of particle shape increases, the <i>G</i><sub>max</sub> of the materials first increases and then decreases. Angular materials exhibit the lowest <i>G</i><sub>max</sub> values, primarily due to their larger void ratio, while the mediumly angular materials display the highest <i>G</i><sub>max</sub> values compared to rounded and angular materials. Additionally, it was observed that overall regularity (<i>OR</i>) can be used to describe the significant transitional <i>G</i><sub>max</sub> response of granular material in relation to the variations in particle morphology. As <i>OR</i> decreases, the sensitivity of <i>G</i><sub>max</sub> to <i>p</i>′ initially decreases and then increases, which was found to be related to the shape-dependent particle mean coordination number (<span>\\(\\overline{Z}\\)</span>). Notably, in materials with an extremely low <span>\\(\\overline{Z}\\)</span> value, <i>G</i><sub>max</sub> exhibits a significantly faster increase with <i>p</i>′. Consequently, based on test data from granular materials with a wide range of particle shapes and transitional <i>G</i><sub>max</sub> responses, practical equations for correlating the parameters of <i>G</i><sub>max</sub> prediction model with particle morphology were formulated and validated.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 9","pages":"4631 - 4650"},"PeriodicalIF":5.7000,"publicationDate":"2025-06-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s11440-025-02640-9.pdf","citationCount":"0","resultStr":"{\"title\":\"Novel observations for the impact of particle morphology on shear modulus of granular materials\",\"authors\":\"Shao-Heng He, Zhen-Yu Yin, Zhi Ding, Rui-Dong Li\",\"doi\":\"10.1007/s11440-025-02640-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The influence of particle shape on the shear modulus at very small strain (<i>G</i><sub>max</sub>) of granular materials remains poorly understood and correlated. Using both micro-CT and bender element tests, this study aims to further systematically investigate this influence by comparing six granular materials with distinct particle shapes. The study included materials with angular and rounded particles, as well as relatively spherical and moderately angular particles, with particle morphological factors assessed using micro-CT. A series of bender element tests was conducted on these materials under various relative densities (<i>D</i><sub>r</sub>) and mean effective stresses (<i>p</i>′). Additionally, computed tomography (CT) technique was employed to interpret the role of particle shape on <i>G</i><sub>max</sub> from a microstructural perspective. The test results reveal that under the same relative density condition, as the irregularity of particle shape increases, the <i>G</i><sub>max</sub> of the materials first increases and then decreases. Angular materials exhibit the lowest <i>G</i><sub>max</sub> values, primarily due to their larger void ratio, while the mediumly angular materials display the highest <i>G</i><sub>max</sub> values compared to rounded and angular materials. Additionally, it was observed that overall regularity (<i>OR</i>) can be used to describe the significant transitional <i>G</i><sub>max</sub> response of granular material in relation to the variations in particle morphology. As <i>OR</i> decreases, the sensitivity of <i>G</i><sub>max</sub> to <i>p</i>′ initially decreases and then increases, which was found to be related to the shape-dependent particle mean coordination number (<span>\\\\(\\\\overline{Z}\\\\)</span>). Notably, in materials with an extremely low <span>\\\\(\\\\overline{Z}\\\\)</span> value, <i>G</i><sub>max</sub> exhibits a significantly faster increase with <i>p</i>′. Consequently, based on test data from granular materials with a wide range of particle shapes and transitional <i>G</i><sub>max</sub> responses, practical equations for correlating the parameters of <i>G</i><sub>max</sub> prediction model with particle morphology were formulated and validated.</p></div>\",\"PeriodicalId\":49308,\"journal\":{\"name\":\"Acta Geotechnica\",\"volume\":\"20 9\",\"pages\":\"4631 - 4650\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-06-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://link.springer.com/content/pdf/10.1007/s11440-025-02640-9.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Acta Geotechnica\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11440-025-02640-9\",\"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/s11440-025-02640-9","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}
Novel observations for the impact of particle morphology on shear modulus of granular materials
The influence of particle shape on the shear modulus at very small strain (Gmax) of granular materials remains poorly understood and correlated. Using both micro-CT and bender element tests, this study aims to further systematically investigate this influence by comparing six granular materials with distinct particle shapes. The study included materials with angular and rounded particles, as well as relatively spherical and moderately angular particles, with particle morphological factors assessed using micro-CT. A series of bender element tests was conducted on these materials under various relative densities (Dr) and mean effective stresses (p′). Additionally, computed tomography (CT) technique was employed to interpret the role of particle shape on Gmax from a microstructural perspective. The test results reveal that under the same relative density condition, as the irregularity of particle shape increases, the Gmax of the materials first increases and then decreases. Angular materials exhibit the lowest Gmax values, primarily due to their larger void ratio, while the mediumly angular materials display the highest Gmax values compared to rounded and angular materials. Additionally, it was observed that overall regularity (OR) can be used to describe the significant transitional Gmax response of granular material in relation to the variations in particle morphology. As OR decreases, the sensitivity of Gmax to p′ initially decreases and then increases, which was found to be related to the shape-dependent particle mean coordination number (\(\overline{Z}\)). Notably, in materials with an extremely low \(\overline{Z}\) value, Gmax exhibits a significantly faster increase with p′. Consequently, based on test data from granular materials with a wide range of particle shapes and transitional Gmax responses, practical equations for correlating the parameters of Gmax prediction model with particle morphology were formulated and validated.
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.