山地道的地震反应是由断层滑动引起的
Chen Xia1,2, Zian Wang2, Yongsheng He3
1State Key Laboratory of Target Vulnerability Assessment, Institute of Defense Engineering, AMS, PLA, Beijing, China.
Scientific reports
|August 1, 2024
概括
这项研究分析了山地道对断层滑动的地震反应,使用了一种新的非均滑动模型. 研究结果显示,断层机制和滑动程度显著影响道损坏,更宽的断层区域和更小的俯冲角度减少了影响.
科学领域:
- 地质物理学 地质物理学
- 地震工程的工程是地震工程.
- 道工程 道工程是指道工程.
背景情况:
- 中国运输网络的快速发展,包括四川-西藏铁路,需要在地震活跃的山区挖掘道.
- 靠近活跃断层区域的道容易受到地震期间断层滑动造成的损坏.
- 了解对共同地震断层的地震反应对于道安全和弹性至关重要.
研究的目的:
- 为了分析山地道的地震反应,这些道受到地震断层的影响.
- 开发和验证用于计算地面和道位移的非均滑动模型.
- 研究各种断层条件对道地震性能的影响.
主要方法:
- 使用断层结构系统进行两步分析:地质尺度 (非均滑模型) 和工程尺度 (离散连续合分析).
- 提出了一个不均的滑动模型来计算活跃断层的地面变形和内部位移.
- 使用1989年洛马普里塔和2022年门地震验证滑动模型;使用门地震数据进行大连道分析.
主要成果:
- 提出的非均滑模型准确地模拟了地面变形和道位移.
- 模拟的大连道变形与门地震后的现场损害观测结果相匹配.
- 道内的纵向拉伸峰值受断裂机制和滑动程度的控制.
结论:
- 断层滑动的程度是影响道地震反应的重要因素.
- 穿过活跃断层的道具有更宽的断裂区域和更小的俯冲角度,因此损坏减少.
- 这项研究为在断层区域的道的抗震设计和安全提供了宝贵的见解.
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