关于在断层穿越道中混凝土层的损伤性能和强制反应的实验研究
Hui Hu1,2, Youdi Lan3,4, Yun Liu3,4
1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, Sichuan, China. huihu@home.swjtu.edu.cn.
Scientific reports
|January 24, 2024
概括
穿越活跃断层的道经历了重大损坏,特别是当悬挂墙向下移动时. 断层脱位期间的剪切压缩会导致纵向裂,缩小道.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 地震学 地震学
背景情况:
- 道建设往往与活跃断层区域相交,对结构完整性构成风险.
- 了解道上的断层运动影响对于安全和设计至关重要.
研究的目的:
- 调查穿越活跃断层的道的故障特征.
- 分析断层脱位对道层行为的影响.
主要方法:
- 规模模型测试 (1:40) 使用故障滑动测试盒.
- 对比测试:道不穿过断层,降低弹刚度,没有加强的模型.
- 在模拟断层运动下分析周围的岩石和道层.
主要成果:
- 往下悬挂的墙壁运动会在道内上方造成裂.
- 层损伤集中在一个特定的范围内 (-30到+30厘米).
- 压缩时轴力增加;靠近断裂处的力和瞬间更高.
- 安全系数在脱位后急剧下降,增加了对裂纹的易感性.
结论:
- 断裂表面的剪切压缩是纵向层裂的主要原因.
- 模型中弹刚度较高,可以更好地模拟活跃故障脱位动态.
- 模型测试提供了关于道在地震区域的脆弱性的关键见解.
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