垂直刚性墙壁上的被动地压与负面墙壁摩擦合静态允许的应力场和软计算
Jim Shiau1, Tan Nguyen2,3, Tram Bui-Ngoc4,5
1School of Engineering, University of Southern Queensland, Toowoomba, QLD, 4350, Australia.
Scientific reports
|September 12, 2024
概括
这项研究精确地解决了负摩擦墙的被动地压,这对地质工程至关重要. 这些发现为土结构提供了可靠的设计图表和表格.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 土木工程 土木工程是指土木工程.
背景情况:
- 墙壁的粗度显著影响了对刚性墙壁的被动土压.
- 在被动条件下对负面墙壁摩擦的研究是有限的.
- 现有的研究主要集中在正面的墙壁粗度上.
研究的目的:
- 在被动地压条件下为负摩擦墙提供精确的解决方案.
- 为了研究负面墙壁摩擦的无凝聚性回填物中的负载传递机制.
- 为工程师开发实用的设计辅助工具,如图表和表格.
主要方法:
- 采用辐射应力场,用于无凝聚力的回填.
- 应力自我相似性概念的应用.
- 开发一个具有数字集成的两步数值框架.
- 利用软计算模型进行增强的设计.
主要成果:
- 在负面墙壁摩擦下的无凝聚力填充中探索静态允许的应力场.
- 负摩擦场景中负载转移机制的照明.
- 为实际应用生成可靠的设计图表和表格.
- 开发坚固和有效的设计模型,用于地面支结构.
结论:
- 该研究成功地为被动条件下的负摩擦墙提供了精确的解决方案.
- 开发的框架和软计算模型增强了地面支结构的设计.
- 这些发现为土壤结构相互作用与负壁摩擦的行为提供了宝贵的见解.
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