基于物理和数据驱动的建模,用于评估自然粘土中支式挖掘的基本稳定性
Van Qui Lai1,2, Khamnoy Kounlavong3, Suraparb Keawsawasvong3
1Faculty of Civil Engineering, Ho Chi Minh City University of Technology (HCMUT), 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, Viet Nam.
Heliyon
|October 23, 2023
概括
这项研究通过分析未排水的基底稳定性,提高了在异性质粘土中支挖掘的安全性. 它为地质工程师提供了实用的设计图表和人工神经网络公式.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 计算地质力学计算地质力学
背景情况:
- 完全支式挖掘的安全设计对于地下工程至关重要.
- 精确确定挖掘深度,墙壁嵌入和宽度是必不可少的.
- 随着剪切强度的增加,异型粘土面临复杂的稳定性挑战.
研究的目的:
- 为了研究未排水的基本稳定性,在异型土中完全固的挖掘.
- 为地质工程师开发实用的设计工具.
- 分析故障机制和影响因素.
主要方法:
- 使用AUS故障标准进行上限和下限有限元素极限分析 (FELA).
- 在对称平面条件下进行分析.
- 开发一个人工神经网络 (ANN) 模型,用于建立关系和敏感性分析.
主要成果:
- 在无维变量 (异构强度比,深度宽度比,嵌入墙壁深度比,强度梯度因子) 和稳定性数 (N) 之间建立了关系.
- 提出了设计图表,并确定了全面支挖掘的关键故障机制.
- 开发了一种务实的ANN公式来计算基底稳定性.
结论:
- 有限元极限分析提供了一种可靠的方法,用于在复杂的土壤条件下评估式挖掘的稳定性.
- 拟议的设计图表和ANN公式为工程师提供了实际的工具.
- 了解异型粘土的行为是确保地下挖掘安全的关键.
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