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基石和负载层斜率的动态响应特征与基于摇摆表测试的固定框架
Lei Wang1, Qianhui Pu1, Guangpeng Chen1
1MOE Key Laboratory of High-Speed Railway Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China.
固定框架通过减少振动变化和提高抗震能力来提高斜率稳定性. 增加缆预应力进一步提高了斜坡增强效率.
科学领域:
- 地质技术工程 地质技术工程
- 地震学 地震学
- 结构工程 结构工程
背景情况:
- 的斜坡和更高的海拔带来了重大的地质技术挑战.
- 传统的斜坡增强方法在动态环境中可能不足.
研究的目的:
- 引入和评估一个新的定框架支结构用于地震斜坡增强.
- 分析在地震负荷下用定框架增强的斜坡的动态反应和故障机制.
主要方法:
- 进行了三向负载的摇摆表测试.
- 分析包括加速场,振动变异性,里埃光谱,堆动态地面压力和缆力.
- 在不同地震强度下对斜坡损坏模式的详细检查.
主要成果:
- 固定框架在斜坡加强方面表现出优越的整体有效性.
- 线缆显著降低了基石和超负荷的振动变化.
- 在前堆的滑动表面和后堆的基石接口上确定了损坏的关键区域.
结论:
- 固定式框架为地震坡度稳定提供了坚固的解决方案.
- 优化缆预应力增强了协同效应,并改善了斜坡稳定性.
- 了解动态地压分布对于有效的设计和预防至关重要.
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