在中国西北部的洞的稳定性和支力的表征
Dongqiao Shao1,2, Wenlun Zhang1,2, Zhiming You1,2
1The Third Geological and Mineral Exploration Institute of Gansu Provincial Bureau of Geology and Mineral Resources, Lanzhou, 730050, China.
Heliyon
|August 22, 2024
概括
这项研究分析了中国的岩洞的稳定性,发现杆混凝土层对剪切故障有效. 支结构设计,而不是地面应力释放率,决定了洞穴的安全性.
科学领域:
- 地质技术工程 地质技术工程
- 保护文化遗产 保护文化遗产
- 工程地质工程地质学
背景情况:
- 在中国,手工挖掘的洞威胁着上面的古建筑.
- 洞穴崩塌对文化建筑遗迹构成重大风险.
- 了解洞的稳定性对于有效的保护至关重要.
研究的目的:
- 为了研究洛斯洞穴的稳定性,变形和故障特征.
- 分析洛斯洞穴支结构的有效性.
- 确定加强文化遗产遗址的最佳条件.
主要方法:
- 使用OptumG2.2. 开发了一个Loess地下洞穴的二维数值模型.
- 采用土壤重力增强和强度降低方法进行稳定性分析.
- 进行了数值模拟,以分析不同应力释放比率下的支结构力量.
主要成果:
- 识别了门脚上的剪切故障作为杆混凝土外的最可能的故障模式.
- 确定洞穴安全因子独立于地面应力释放率,但受支结构的影响.
- 发现支的内部力与地面应力释放相关,影响了层层的移位.
结论:
- 杆混凝土层为洛斯洞穴提供了可行的支方案.
- 在支持安装过程中优化地面应力释放是平衡内部力和层位移的关键.
- 有效的岩洞加强对于保护中国的文化建筑遗产至关重要.
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