用活跃的支墙运动模拟地面压力动员的DEM模拟
Dingwei He1, Jikai Guo2, Liang Cui3
1Department of Civil Engineering, Tianjin University, Tianjin, 300072, China.
Scientific reports
|September 30, 2025
概括
这项研究使用3D离散元素方法 (DEM) 模拟来分析围绕刚性墙壁的地面压力分布. DEM准确地预测了地面压力系数和分布,揭示了颗粒土壤中的弧形效应和边界影响.
科学领域:
- 地质技术工程 地质技术工程
- 计算力学 计算力学 计算力学
- 土壤力学 土壤力学
背景情况:
- 了解地面压力分布对于设计支结构至关重要.
- 以前的研究通常依赖于经验方法或2D模拟.
- 边界条件对3D土壤行为的影响需要进一步调查.
研究的目的:
- 使用离散元件方法 (DEM) 在活跃的刚性墙壁运动下分析3D地压分布.
- 用实验数据和文献验证DEM模拟参数.
- 为了研究边界粗度对地球压力和粒子旋转的影响.
主要方法:
- 进行了3D离散元件方法 (DEM) 模拟,用于松散和密集的沙子.
- 模拟参数通过元素测试,文献审查和参数研究来验证.
- 离心机测试数据用于对DEM结果进行比较和验证.
主要成果:
- 对于地面压力系数 (K) 和分布,DEM模拟与离心机测试结果密切匹配.
- DEM捕获了弧形效应,导致浅层的土压增加,通过力链和位移向量可视化.
- 粗的边界降低了地球的压力,并增加了边界附近的粒子旋转,影响大约在9d50.0之后就会减少.
结论:
- 3D DEM是一种可靠的工具,用于模拟颗粒状土壤中的地面压力分布.
- 土壤弧形在活跃墙壁运动期间显著影响浅地压力.
- 边界粗度在3D土壤结构相互作用中起着关键作用,影响压力和粒子动力学.
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