一个数值研究的现场效应和动态反应的分阶段挖掘支持的土壤钉壁的动态反应
Mahdi Maleki1, Hamid Mohammad Nezhad2, Seyed Majdeddin Mir Mohammad Hosseini3
1Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran. ma_maleki@sbu.ac.ir.
Scientific reports
|July 2, 2025
概括
分析地震区的土壤钉壁,揭示了影响地震反应的关键因素. 较高的水表和特定的墙壁设计提高了稳定性,而增加的负载和挖掘深度减少了它,影响了地面运动放大.
科学领域:
- 地质技术工程 地质技术工程
- 地震学 地震学
- 地震工程的工程是地震工程.
背景情况:
- 当地场地影响对于理解地震风险和强烈的地面运动至关重要.
- 在易发生地震的地区,越来越多地使用了土壤钉钉的斜坡和挖掘.
- 评估这些增强结构的抗震性能至关重要.
研究的目的:
- 研究地震负荷下的土壤钉壁的动态反应和现场效应.
- 分析土壤条件 (密度与松散) 对墙壁行为的影响.
- 评估各种因素如何影响钢筋墙壁的稳定性和抗震性能.
主要方法:
- 用有限元素分析来建模土壤钉壁系统.
- 在密集和松散土壤条件的地点进行了模拟.
- 关键参数,如水平面,墙壁刚度,面板角,附加费和挖掘阶段各不相同.
主要成果:
- 水平面的增加,弹性刚性和面部角增强了墙壁稳定性,并在动态负载下减少了非线性行为.
- 更高的稳定性导致更小的剪切应变,更少的能量消耗,以及增加的放大因子.
- 相反,增加的加载和挖掘阶段降低了稳定性,放大了非线性行为和剪切应变,并降低了放大因子.
结论:
- 该研究强调了土壤条件和设计参数在土壤钉壁的地震性能中的关键作用.
- 了解这些因素对于减轻强化挖掘中的地震风险至关重要.
- 这些发现为地震易发地区的结构设计和安全提供了宝贵的见解.
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