A multi-scale coupling finite element method based on the microscopic of soil particle motions
Soil is a multi-phase and multi-scale geomaterial that exhibits dramatically inhomogeneous and discontinuous physical nature. Conventional finite element method, which is conceptualized at a single macroscale and ignores the control mechanism of soil at the micro and meso scales, cannot reproduce an...
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| Format: | Article |
| Language: | English |
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SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2021-04-01
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| Series: | Rock and Soil Mechanics |
| Subjects: | |
| Online Access: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.6058 |
| _version_ | 1828774120044625920 |
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| author | LIU Jia FENG De-luan |
| author_facet | LIU Jia FENG De-luan |
| author_sort | LIU Jia |
| collection | DOAJ |
| description | Soil is a multi-phase and multi-scale geomaterial that exhibits dramatically inhomogeneous and discontinuous physical nature. Conventional finite element method, which is conceptualized at a single macroscale and ignores the control mechanism of soil at the micro and meso scales, cannot reproduce and predict the multi-scale and hierarchical failure of soil. In order to investigate the influence of the physical details and kinematic characteristics of soil at the microscale associated with the global mechanical responses, a multi-scale particle micro-rotation theory is established according to the concept of the soil cell element model. The method is implemented into a multi-scale finite element code, and is used to reproduce and predict the depth of foundation plastic zone. The numerical simulation results show that the multi-scale coupling finite element model can relate the motion feature of soil particles at the microscale to the mechanical response of soil at the macroscale; the rotation displacements of soil particles concentrate upon the plastic zone and has an average value of 4°; the depth of foundation plastic zone increases as the size of soil particle and elasticity modulus of soil increases respectively. The concentration and development of plastic deformation, which is caused by the particle rotation leading to a degradation of the ability of strain transmission, are the micro-mesoscale physical mechanism of the trans-scale evolution of foundation plastic zone. |
| first_indexed | 2024-12-11T15:15:32Z |
| format | Article |
| id | doaj.art-8463fd7ff75a4e02914124ef1b74b2c7 |
| institution | Directory Open Access Journal |
| issn | 1000-7598 |
| language | English |
| last_indexed | 2024-12-11T15:15:32Z |
| publishDate | 2021-04-01 |
| publisher | SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 |
| record_format | Article |
| series | Rock and Soil Mechanics |
| spelling | doaj.art-8463fd7ff75a4e02914124ef1b74b2c72022-12-22T01:00:35ZengSCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717Rock and Soil Mechanics1000-75982021-04-014241186120010.16285/j.rsm.2020.6058A multi-scale coupling finite element method based on the microscopic of soil particle motions LIU Jia0FENG De-luan1CCCC Bay Area(Guangdong) Investment and Development Co., Ltd., Guangzhou, Guangdong 510000, ChinaSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, Guangdong 510006, ChinaSoil is a multi-phase and multi-scale geomaterial that exhibits dramatically inhomogeneous and discontinuous physical nature. Conventional finite element method, which is conceptualized at a single macroscale and ignores the control mechanism of soil at the micro and meso scales, cannot reproduce and predict the multi-scale and hierarchical failure of soil. In order to investigate the influence of the physical details and kinematic characteristics of soil at the microscale associated with the global mechanical responses, a multi-scale particle micro-rotation theory is established according to the concept of the soil cell element model. The method is implemented into a multi-scale finite element code, and is used to reproduce and predict the depth of foundation plastic zone. The numerical simulation results show that the multi-scale coupling finite element model can relate the motion feature of soil particles at the microscale to the mechanical response of soil at the macroscale; the rotation displacements of soil particles concentrate upon the plastic zone and has an average value of 4°; the depth of foundation plastic zone increases as the size of soil particle and elasticity modulus of soil increases respectively. The concentration and development of plastic deformation, which is caused by the particle rotation leading to a degradation of the ability of strain transmission, are the micro-mesoscale physical mechanism of the trans-scale evolution of foundation plastic zone. http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.6058soil mechanicsfoundation plastic zonemultiscale couplingsoil particle rotationfinite element simulation |
| spellingShingle | LIU Jia FENG De-luan A multi-scale coupling finite element method based on the microscopic of soil particle motions Rock and Soil Mechanics soil mechanics foundation plastic zone multiscale coupling soil particle rotation finite element simulation |
| title | A multi-scale coupling finite element method based on the microscopic of soil particle motions |
| title_full | A multi-scale coupling finite element method based on the microscopic of soil particle motions |
| title_fullStr | A multi-scale coupling finite element method based on the microscopic of soil particle motions |
| title_full_unstemmed | A multi-scale coupling finite element method based on the microscopic of soil particle motions |
| title_short | A multi-scale coupling finite element method based on the microscopic of soil particle motions |
| title_sort | multi scale coupling finite element method based on the microscopic of soil particle motions |
| topic | soil mechanics foundation plastic zone multiscale coupling soil particle rotation finite element simulation |
| url | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2020.6058 |
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