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关于岩石基础坑中垂直挖掘的临界稳定高度的研究,该坑位于分层结构平面内的岩石基础坑
Ziguang Zhang1, Xueping You2, Cheng Zhang2
1Anhui Province Key Laboratory of Building Structure and Underground Engineering, Anhui Jianzhu University, Hefei, China. PHDzzg@ahjzu.edu.cn.
Scientific reports
|May 28, 2024
概括
结构平面特征是深层基础坑垂直岩壁稳定性的关键. 了解这些飞机对于安全设计和支结构至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 工程地质工程地质学
背景情况:
- 在多层岩层中的深层基础坑存在独特的稳定性挑战.
- 垂直岩壁由于地质不连续性,需要仔细分析.
- 了解结构平面的影响对于安全挖掘至关重要.
研究的目的:
- 系统地研究深层基础坑的自我稳定性,在层层的岩石中研究垂直岩壁.
- 分析结构平面倾斜角 (α) 和强度对墙壁稳定的影响.
- 为支持结构的设计提供理论基础.
主要方法:
- 模型测试 模型测试
- 数字计算的数值计算方法
- 理论上的计算理论上的计算.
主要成果:
- 自稳定性临界高度 (Hcr) 呈现出一个对称的"急剧下降缓慢下降缓慢上升急剧上升"趋势,结构平面倾斜角 (α) 增加.
- Hcr显示了一个"持续下降和快速下降,然后慢慢下降并趋于稳定"的趋势,结构平面强度降低系数 (k) 的下降.
- 岩石结构平面特征是自我稳定的最关键因素.
结论:
- 掌握和利用岩石结构平面特征是控制自我稳定的关键.
- 该研究为确定安全级别和设计深层基础坑垂直岩石墙的支结构提供了理论基础.
- 这些发现对于分层岩层工程项目至关重要.
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