在三步道建设过程中关于顶定居的研究,基于砂岩风学实验
Chang Peng1, Yong Qu1, Helin Fu2
1China Construction Fifth Engineering Bureau Civil Engineering Co., Ltd., Changsha 410011, China.
Materials (Basel, Switzerland)
|September 28, 2024
概括
道的稳定性取决于岩石的质理学. 这项研究分析了泥石和砂石,发现岩石强度和反向门关闭距离显著影响道顶移位,这对于高速铁路项目至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 土木工程 土木工程是指土木工程.
背景情况:
- 在高速铁路等基础设施项目中,道的稳定性至关重要.
- 周围岩石的浮力学特性显著影响道的稳定性.
- 了解时间依赖的变形对于安全的道设计至关重要.
研究的目的:
- 为了研究石灰岩和砂岩的再生学特征.
- 分析风湿学参数对道变形和应力的影响.
- 为了确定高速铁路道的最佳反转门关闭距离.
主要方法:
- 实验室测试,以推导石灰岩和砂岩的浮力学曲线和参数.
- 时间依赖的变形机制的理论分析.
- 使用衍生参数进行数值模拟,以建模道行为.
主要成果:
- 采用Cvisc模型建模了砂岩形学.
- 麦克斯韦弹性模量随着负荷的增加而增加,而粘度系数在砂岩中下降.
- 顶的位移与周围岩石强度的降低和反向门关闭距离的增加直接相关.
结论:
- 岩石形学,特别是强度,是道顶移位的关键因素.
- 最佳的倒置关闭距离取决于岩石类型和强度,特别是在砂岩中.
- 结果为高速铁路道的设计和稳定性分析提供了关键数据.
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