Automatic simulation of soil-rock mixture seepage using image model directly
文献类型：期刊论文
| 作者 | Shen, Xinying3; Wu, Jie1,2; Song, Zhenzhen3; Jia TS(贾珽朔)1,2 |
| 刊名 | COMPUTERS AND GEOTECHNICS
 |
| 出版日期 | 2025-10-01 |
| 卷号 | 186页码:14 |
| 关键词 | Soil-rock mixtures (SRM) Seepage analysis Complex geometries Continuous-discontinuous calculation Numerical manifold method (NMM) Image-based simulation Automatic simulation |
| ISSN号 | 0266-352X |
| DOI | 10.1016/j.compgeo.2025.107341 |
| 通讯作者 | Wu, Jie(wujie@imech.ac.cn) |
| 英文摘要 | Meso-structures in soil-rock mixtures (SRM) exhibit complex geometries that significantly impact their seepage characteristics. The simulation of these structures through conventional methods, such as the Finite Element Method (FEM), necessitates the development of CAD (computer-aided design) models and the generation conforming meshes. This process is often labor-intensive and can be cumbersome. In this work, a seepage analysis that employs image models and structured grids, thus owning high automatic level, is first developed for SRM. Compared to traditional boundary (2D) or surface models (3D), image models can sincerely and efficiently capture the meso-structure of SRM. Using structured grids significantly alleviates preprocessing workload associated with generating conforming meshes. The element size of the structured grid completely independent of the pixel size of the image model, facilitating a flexible trade-off between computational accuracy and time efficiency. Weak discontinuities in the seepage field at the soil-rock interfaces accurately represented using continuous-discontinuous (C-D) trial functions using the Numerical Manifold Method (NMM), enforced through penalty methods. Numerical examples investigate the computational accuracy and efficacy of the proposed method. More promisingly, the direct use of image models and structured grids simulating SRM greatly reduces manual intervention, demonstrating the new method's outstanding automation advantage and providing a methodological foundation for the development of related unmanned hardware devices. |
| 分类号 | 一类 |
| WOS关键词 | NUMERICAL MANIFOLD METHOD ; IMPLEMENTATION ; STABILITY |
| 资助项目 | National Natural Science Foundation of China[42172306] ; National Natural Science Foundation of China[41807277] ; National Key Research and Development Program of China[2023YFC3007203] |
| WOS研究方向 | Computer Science ; Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:001511695800001 |
| 资助机构 | National Natural Science Foundation of China ; National Key Research and Development Program of China |
| 其他责任者 | Wu, Jie |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/101811]  |
| 专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
| 作者单位 | 1.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China 2.Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China; 3.Hebei Univ Technol, Sch Civil & Transportat Engn, Tianjin, Peoples R China; |
| 推荐引用方式 GB/T 7714 | Shen, Xinying,Wu, Jie,Song, Zhenzhen,et al. Automatic simulation of soil-rock mixture seepage using image model directly[J]. COMPUTERS AND GEOTECHNICS,2025,186:14. |
| APA | Shen, Xinying,Wu, Jie,Song, Zhenzhen,&贾珽朔.(2025).Automatic simulation of soil-rock mixture seepage using image model directly.COMPUTERS AND GEOTECHNICS,186,14. |
| MLA | Shen, Xinying,et al."Automatic simulation of soil-rock mixture seepage using image model directly".COMPUTERS AND GEOTECHNICS 186(2025):14. |
入库方式： OAI收割
来源：力学研究所
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