基于土壤爬行与洪水效应的 anchorage 的斜坡稳定性的分析
1School of Building Engineering, Hunan Institute of Engineering, Xiangtan, Hunan, 411104, China.
Heliyon
|September 17, 2024
概括
洪水通过降低安全因素和增加山体滑坡风险,影响斜坡的稳定性. 这项研究分析了洪水力量和土壤老化,以改进斜坡稳定性评估和泊设计.
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.
- 环境工程 环境工程
背景情况:
- 斜坡的稳定性对于基础设施安全至关重要.
- 洪水对土壤特性和坡道完整性产生重大影响.
- 土壤老化特征加剧了斜坡失效风险.
研究的目的:
- 分析洪水对斜坡稳定的不利影响.
- 开发用于洪水引起的力量和侵蚀的分析表达式.
- 建立一个老化土壤剪切强度和斜坡稳定性的模型.
主要方法:
- 极限平衡理论和老化的土壤剪切强度特征.
- 浮力,毛细血管,水力动力和冲击力的分析表达式.
- 非线性加速爬行模型和切削强度指数的功率函数.
- 考虑洪水负荷和老化的安全因子公式的开发.
主要成果:
- 剪切故障始于斜坡脚下,并向上传播,导致山体滑坡.
- 由于洪水冲刷和冲击,斜坡安全因素可以减少20%以上.
- 固定力补偿值随着时间的推移而增加,非线性速率变化.
结论:
- 洪水的影响,包括冲刷和冲击,显著降低斜坡安全因素.
- 在稳定性分析中必须考虑依赖时间的土壤老化和非线性爬行.
- 系系统需要时间变化的补偿值,以有效地稳定斜坡.
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