使用修改的伪动态方法进行地震斜率稳定性分析,采用统一的初始阶段随机场
Liang Xu1, Hongliang Jing1, Jiahui Wen1
1School of Civil Engineering, Qingdao University of Technology, Qingdao, China.
PloS one
|August 22, 2025
概括
这项研究引入了修改后的伪动态毕晓普方法 (MPDBM) 用于斜率地震稳定性分析. 它揭示了考虑到初始阶段的空间变化,与传统方法不同,提供了更准确的最低安全因子,特别是在更大的斜坡上.
科学领域:
- 地质工程
- 地震工程
- 计算力学
背景情况:
- 对于基础设施安全而言,地震坡度稳定性分析至关重要.
- 传统的伪动态方法通常简化了初始阶段的条件.
- 土壤特性的空间变化可以显著影响地震反应.
研究的目的:
- 开发一种改进的伪动态方法来分析地震坡度的稳定性.
- 研究初始阶段的空间变化对斜坡安全性的影响.
- 评估对最低安全系数的影响.
主要方法:
- 修改后的伪动态主教方法 (MPDBM) 的开发.
- 整合一个统一的随机场不同和相关的初始阶段.
- 统一的抽样方法可以进行增强的分析.
- 在不同尺度的同质土壤斜坡上进行数值模拟.
主要成果:
- 通过考虑初始相变性,MPDBM可以准确预测地震坡度的稳定性.
- 传统方法低估了最小安全系数 (FSmin),当忽略空间变化时.
- 随着斜率的增加,FSmin的低估值会增加,尤其是在受到自然频率的影响时.
结论:
- 修改后的伪动态比索夫方法提供了更现实的地震坡度稳定性的评估.
- 考虑初始阶段的空间变化对于准确的FSmin确定至关重要.
- 波动的规模在地震负荷下显著影响坡度的稳定性.
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