一个关于土壤斜坡滑坡故障的案例研究和基于强度减小方法和直角实验设计的安全因子影响因素的参数分析
Yongqing Zeng1, Yinghuan Zhang1, Weidong Hu1
1College of Civil Engineering and Architecture, Hunan Institute of Science and Technology, Yueyang, China.
PloS one
|May 15, 2024
概括
斜坡稳定性分析显示,增加斜坡高度和梯度会降低安全因素,而凝聚力和摩擦角度会增加安全因素. 斜坡高度是影响滑坡风险的最关键因素.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 地质地质地质地质地质地
背景情况:
- 斜坡稳定性分析是土木工程设计的基础.
- 滑坡带来了重大风险,需要对其故障机制进行详细研究.
研究的目的:
- 模拟和分析广州华都区的山体滑坡故障过程.
- 研究各种因素对土壤坡度稳定性的影响.
主要方法:
- 使用OptumG2软件进行有限元极限分析.
- 减强方法和对角实验设计,适用于25个工作条件.
- 模拟滑坡地质模型以分析变形和故障特征.
主要成果:
- 循环滑动被确定为同质土壤斜坡的故障模式.
- 安全因子随着斜坡高度 (5m至45m) 和坡度 (20°至60°) 的增加而降低.
- 安全系数随着土壤凝聚力 (10kPa至30kPa) 和内部摩擦角度 (10°至30°) 的增加而增加,但随着单位重量 (13kN/m3至21kN/m3) 的减少而减少.
结论:
- 斜坡高度,斜坡角度,土壤内部摩擦角度,土壤凝聚力和土壤单位重量以下降顺序影响斜坡安全因素的重要性.
- 结果为防滑和土壤坡度稳定性评估提供了关键的见解.
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