[1]熊健辉,李永强,陈波,等.长宽比对散粒体材料剪切力学特性的影响[J].福建理工大学学报,2024,22(06):527-534.[doi:10.3969/j.issn.2097-3853.2024.06.003]
XIONG Jianhui,LI Yongqiang,CHEN Bo,et al.Influence of aspect ratio on shear mechanical properties of granular materials[J].Journal of Fujian University of Technology;,2024,22(06):527-534.[doi:10.3969/j.issn.2097-3853.2024.06.003]
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长宽比对散粒体材料剪切力学特性的影响
《福建理工大学学报》[ISSN:2097-3853/CN:35-1351/Z]
- 卷:
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第22卷
- 期数:
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2024年06期
- 页码:
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527-534
- 栏目:
-
- 出版日期:
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2024-12-25
文章信息/Info
- Title:
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Influence of aspect ratio on shear mechanical properties of granular materials
- 作者:
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熊健辉; 李永强; 陈波; 刘旭锋; 姬雪明; 彭聪
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东华理工大学
- Author(s):
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XIONG Jianhui; LI Yongqiang; CHEN Bo; LIU Xufeng; JI Xueming; PENG Cong
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School of Civil and Architecture Engineering, East China University of Technology
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- 关键词:
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长宽比; 三轴剪切; 散粒体; 颗粒破碎
- Keywords:
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aspect ratio; triaxial shear; granular materials; particle breakage
- 分类号:
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TU411
- DOI:
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10.3969/j.issn.2097-3853.2024.06.003
- 文献标志码:
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A
- 摘要:
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采用4种典型的颗粒形态各向异性材料开展一系列室内三轴力学特性试验,研究不同长宽比的散粒体材料在剪切过程中的强度与变形变化规律,结果表明,长宽比过大或过小对其抗剪强度以及颗粒破碎有较大影响。长宽比最大的散粒体材料强度最弱,但会因为颗粒较长,在剪切过程中发生弯折,出现明显的破碎;相反,长宽比最小的散粒体材料强度特别大,最大可达1MPa,但最终会因为颗粒破碎的发生导致强度有所下降。长宽比的大小对内摩擦角也存在影响,二者存在反比关系,内摩擦角会随着长宽比的增大而减小。
- Abstract:
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A series of indoor triaxial mechanical tests were conducted on four types of materials with distinct particle shape anisotropies to investigate the variation in strength and deformation of granular materials with different aspect ratios during the shearing process. Results show that both excessively large and small aspect ratios have a significant impact on the material’s shear strength and particle breakage. The material with the largest aspect ratio exhibits the weakest strength;however, due to the elongated particles, noticeable particle breakage occurs as they bend during shearing. In contrast, the material with the smallest aspect ratio demonstrates exceptionally high strength, reaching approximately 1MPa, but eventually experiences a reduction in strength due to particle breakage. The size of the aspect ratio also influences the internal friction angle, with an inverse relationship;the internal friction angle decreases as the aspect ratio increases.
参考文献/References:
[1] 井旭,谢婉丽,单帅. 原状及重塑黄土双轴试验微观力学特征离散元模拟[J]. 地质科技通报,2021(3):184-193.[2] NGUYEN H B K,RAHMAN M M,FOURIE A B. How particle shape affects the critical state,triggering of instability and dilatancy of granular materials-results from a DEM study[J]. Géotechnique,2021,71(9):749-764.[3] XIAO Y,LONG L H,MATTHEW EVANS T,et al. Effect of particle shape on stress-dilatancy responses of medium-dense sands[J]. Journal of Geotechnical and Geoenvironmental Engineering,2019,145(2):1-15.[4] 邱玉芳. 颗粒形态影响砂土临界状态力学行为的离散元研究[D]. 武汉:华中科技大学,2018.[5] 李永强,陈波,卢玢宇,等. 砂性土初始孔隙比可复现制样装置:CN216978557U[P]. 2022-07-15.[6] 中华人民共和国住房和城乡建设部. 土工试验方法标准:GB/T 50123—2019[S]. 北京:中国计划出版社,2019.[7] 甘怡东,徐东升,魏龙海,等. 级配效应下珊瑚砂不排水剪切特性研究[J]. 武汉理工大学学报,2023,45(7):95-101.
更新日期/Last Update:
2024-12-25