关于现有新两阶段悬臂支墙应力和变形特征的研究
Xuening Ma1, Yuhang Liu1, Zixiang Hao1
1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China.
PloS one
|February 9, 2024
概括
双阶段悬臂支墙比单阶段墙提供了优势. 这项研究分析了它们的变形和地面压力,并提出了新的稳定性计算方法.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
背景情况:
- 两级吊顶支墙整合了两个单级墙壁,克服了高度限制.
- 它们在土木工程项目中的应用越来越多.
研究的目的:
- 为了研究一个双阶段悬臂支墙系统的变形和地面压力.
- 分析基层填充对现有和新建墙壁组件的影响.
- 提出稳定性和地面压力的计算方法.
主要方法:
- 在中卫 - 兰州客运专用线上进行现场测试.
- 数字模拟来模拟墙壁的行为.
- 在不同填充高度下对变形和土压的分析.
主要成果:
- 上面和下面墙壁的水平移位随着填充高度而非线性增加.
- 地压分布在上下墙之间有所不同.
- 确定了整体滑动故障模式,滑动表面类似于弧形.
结论:
- 与单阶段设计相比,双阶段悬臂支墙具有更高的稳定性.
- 该研究提供了一种新的计算方法,用于评估这些结构的稳定性和地面压力.
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