在纯凝聚性土壤中对圆形道的三维面稳定性的数值分析,强度线性增加
Bing Huang1,2, Daidai Yu2, Yinting Zhao2
1Sichuan Expressway Construction and Development Group Co., Ltd, Chengdu, 610031, China.
Scientific reports
|March 14, 2024
概括
这项研究使用3D有限元素极限分析 (FELA) 分析了凝聚性土壤中的道面稳定性. 开发了新的崩和吹出故障方程式,改进了实际的工程应用.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 土壤力学 土壤力学
背景情况:
- 道面的稳定性对于安全的地下施工至关重要.
- 凝聚力的土壤越来越强,面临着独特的挑战.
- 了解故障机制 (崩和爆发) 是非常重要的.
研究的目的:
- 为了研究道面在纯凝聚性土壤中与线性增强强度的稳定性.
- 开发用于分析道面稳定性的实用方程.
- 为道设计工程师提供高效的工具.
主要方法:
- 使用了三维有限元素极限分析 (FELA).
- 计算了严格的上限 (UB) 和下限 (LB) 解决方案.
- 分析涵盖了崩 (主动) 和吹出 (被动) 故障模式.
主要成果:
- 崩塌故障涉及整个道面.
- 爆发失败表明从部分到全局失败的进展.
- 960 FELA的结果为开发新的稳定性方程提供了信息.
结论:
- 提出的方程准确地计算了UB和LB的解决方案,以限制支压力和稳定性数.
- 新的方程比现有方法提供了改进.
- 开发出来的方程作为一个有效的工具,用于实际的道工程.
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