在极端应力条件下的被动土压的计算和分析
Guangxiu Liu1,2, Faning Dang3, Xu Wang1
1Institute of Geotechnial Engineering, Xi'an University of Technology, Xi'an, 710048, China.
Scientific reports
|November 3, 2025
概括
这项研究引入了一种新方法,用于计算在支墙上的被动地压 (PEP). 它提供了最大壁土摩擦角的公式,改善了PEP评估,特别是对于内部摩擦角高的土壤.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 结构工程 结构工程
背景情况:
- 准确计算被动地压力 (PEP) 对于保持墙壁设计至关重要.
- 现有的方法可能无法完全捕捉最终的应力条件或墙地接口行为.
研究的目的:
- 在极端应力条件下开发一种用于计算支墙PEP的新方法.
- 在被动条件下,提出墙地界面的最大摩擦角的公式.
- 分析接口摩擦对PEP和翻转时刻的影响.
主要方法:
- 对于符合莫尔-库伦标准的土壤元素,假定最终应力状态.
- 使用圆弧薄层单元方法推导PEP方程.
- 提出了一种最大壁地界面摩擦角 (δmax) 的公式.
- 分析了接口摩擦对PEP分布,大小,产生的力和翻转矩的影响.
主要成果:
- 开发了一个新的PEP计算方程,用于最终的压力条件.
- 建立了最大壁地接口摩擦角度的公式,特别是对于高内部摩擦角度 (φ > 30°).
- 根据数值模拟和模型测试数据验证了拟议的方法.
结论:
- 新方法为PEP提供了塑料上限溶液,补充了库伦的下限溶液.
- 拟议的摩擦角公式为在被动条件下选择接口摩擦角提供了理论基础.
- 这些发现提高了对被动地压力和保持墙壁稳定性的准确评估.
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