模型测试研究深埋道层的机械反应
Longyan Duan1,2, Jimeng Feng3,4, Jiadai Song1,2
1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, 610031, China.
Scientific reports
|June 4, 2024
概括
道层的性是深埋在弱岩石中的道的关键. 通过钢筋增强二次层性,可以提高安全性,承载能力和结构稳定性.
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.
- 道和地下建筑工程
背景情况:
- 在弱弱的周围岩石中深埋的道在交通工程中提出了重大挑战.
- 道面的机械响应和稳定性对于挖掘和运营阶段都至关重要.
研究的目的:
- 为了确定不同厚度条件下的深埋道内的机械反应.
- 用能量消耗结构理论来解释实验结果.
- 确定道安全的关键指标和改进方法.
主要方法:
- 在四种不同的厚度条件下对道面模型进行理论分析和实验室测试.
- 应用能量消耗结构理论来解释实验数据.
- 评估二级层的性,抗拉强度和抗裂的性能.
主要成果:
- 二级层性被确定为道安全的最关键指标,与更高的抗拉强度和抗裂阻力相关.
- 加入钢筋显著提高了混凝土道层的性.
- 更柔软的层显示出更大的能量吸收,更高的承载能力和更好的整体结构稳定性.
结论:
- 优化二次层性对于确保深埋道的安全性和寿命至关重要.
- 钢筋是一种有效的策略,可以在弱岩条件下提高层性和性能.
- 软道外有助于增强结构完整性和在运行负载下的弹性.
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