在强风下对植被斜坡的响应特征和稳定性评估
Yanlin Liu1, Fei Wang2,3,4, Feng Ji1
1China State Key Laboratory of Geological Hazard Prevention and Geological Environmental Protection, Chengdu University of Technology, Chengdu, 610000, People's Republic of China.
植被增强了风中的斜坡稳定性,但可以在台风期间破坏斜坡的稳定性. 这项研究量化了风对植被斜坡的影响,改善了稳定性评估.
科学领域:
- 地质工程是地质工程.
- 环境科学 环境科学
- 地质技术工程 地质技术工程
背景情况:
- 台风引发的山体滑坡是中国东南部的主要地质危险,造成重大破坏.
- 植被斜坡对风力负荷的反应机制,包括土壤变形和稳定性,尚未完全理解.
研究的目的:
- 研究风和植被对斜坡动态和强度参数的影响.
- 开发一种改进的模型来评估在风力负荷下植被斜坡的稳定性.
主要方法:
- 在永家县对330起历史性山体滑坡进行实地调查.
- 使用FLAC3D软件进行数值模拟.
- 模型测试和直接剪切测试,以确定土壤强度参数.
主要成果:
- 植被增强了在风力强到风水平 (≤12) 的斜坡稳定性.
- 植被对台风水平 (≥13) 的斜坡稳定性产生负面影响,原因是风力负荷的组合.
- 根据风速和水分含量,我们得出了凝聚力变化的公式.
- 一个优化的评估模型显示了增加的灵敏度,具有更高的滑动和反滑动力.
结论:
- 风速是决定植被对斜坡稳定的影响的关键因素.
- 该研究提供了一种更准确的方法来评估在极端风条件下植被斜坡的稳定性.
- 这些发现将有助于开发先进的机器学习和用于滑坡预测的统计模型.
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