关于阿尔卑斯山地区永久土下层坡度挖掘过程稳定性的研究
Zhilong Zhang1, Jiyang Zhang1, Jiangang Chen2
1College of Civil Engineering and Architecture, Xinjiang University, Urumqi, 830000, China.
Scientific reports
|February 7, 2025
概括
这项研究表明,建筑延误通过减少融解深度和增加结率来改善结土壤斜坡的稳定性. 更高的安全因素表明,支墙的安全施工时间更长.
科学领域:
- 地质技术工程 地质技术工程
- 冷土壤的机械学
- 斜坡稳定性分析
背景情况:
- 目前对高海拔结土壤堤防的斜坡稳定性评估往往忽略了建筑影响,特别是融界面的水分重新分配.
- 仅依赖解参数的现有方法可能在挖掘过程中不准确地评估斜坡稳定性,原因是未解决的水迁移.
研究的目的:
- 开发和应用一个模型来评估冷土壤斜坡的建筑稳定性,重点是挖掘阶段.
- 调查水含量,斜坡梯度和施工时间对融化结周期期间斜坡稳定的影响.
主要方法:
- 利用强度减小方法,将强度减小系数定义为斜坡稳定的安全因子.
- 建立了一个模型来评估施工过程中斜坡的稳定性.
- 分析了冰解界面上的水含量和剪切强度参数 (凝聚力和内部摩擦角度) 之间的关系.
主要成果:
- 随着水含量降低,冰解界面的切削强度降低;凝聚力和内部摩擦角度随着水含量增加而降低.
- 较温和的斜坡表现出较浅的解深度,并在相似的时间条件下提高了稳定性.
- 建筑延迟导致结土壤的最大解深度下降,增强稳定性和加速结速度.
结论:
- 施工时间显著影响结土壤斜坡的稳定性,延迟通常会提高安全性.
- 水含量是影响冷土壤斜坡的剪切强度和稳定性的关键因素.
- 开发的模型提供了一个更准确的评估坡度稳定性在挖掘过程中,考虑到施工诱导的影响.
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