一种新的方法来确定在双浅圆形道周围的孔水压
Tao Zhan1, Shengbiao Shan1, Chao Wang2
1Metro Project Management Branch of Nanchang Rail, Transit Group Limited Corporation, Nanchang, 330038, People's Republic of China.
Scientific reports
|December 26, 2025
概括
使用双极坐标和施瓦茨交替方法的新方法准确地计算了双浅道周围的孔隙水压. 道间距和数量显著影响这种压力,为富含水的道工程提供指导.
科学领域:
- 地质技术工程 地质技术工程
- 水文地质学 水文地质学
- 计算力学 计算力学 计算力学
背景情况:
- 了解孔水压力分布对于地下结构的稳定性至关重要.
- 对于复杂的道几何形状,如双重浅道,现有的方法可能缺乏准确性或效率.
- 富含水的环境在道建设和设计中带来了重大挑战.
研究的目的:
- 开发一种新的分析方法,用于确定在双重浅圆道周围的孔水压力分布.
- 根据现有的理论和数值结果验证拟议的方法.
- 调查影响这些配置中孔隙水压的主要因素.
主要方法:
- 模拟双浅圆形道作为一个半无限域中的和,同质,同otropic结构.
- 采用坐标转换来建立双极坐标系统的水压方程.
- 通过代解决方案将施瓦兹交替方法泛化用于分析双重道的孔隙水压.
主要成果:
- 与数值模拟相比,拟议的方法实现了2.15%的最大误差,证实了其合理性.
- 与现有方法相比,观察到的相对误差仅为1.0%,显示出高精度.
- 道数量和中心到中心距离被确定为影响孔水压力分布的关键因素.
结论:
- 开发的双极坐标和施瓦茨交替方法为分析双浅道周围的孔水压提供了可靠和准确的方法.
- 这些发现为在富含水的地质条件下设计和建造道提供了理论指导.
- 识别关键影响因素有助于在道工程项目中预测和管理孔隙水压.
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