基于ANN的群体智能用于预测广的土壤膨胀压力和压缩强度
Fazal E Jalal1,2, Mudassir Iqbal3, Waseem Akhtar Khan4
1State Key Laboratory of Intelligent Geotechnics and Tunnelling, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, 518060, Guangdong, China. jalal@szu.edu.cn.
Scientific reports
|June 25, 2024
概括
这项研究将人工神经网络 (ANN) 与优化算法集成在一起,以预测膨胀的土壤特性. ANN-MPA模型在预测膨胀压力和不受限制的压缩强度方面表现出卓越的准确性.
科学领域:
- 地质技术工程 地质技术工程
- 计算智能是一种计算智能.
- 材料科学 材料科学 材料科学
背景情况:
- 广的土壤在土木工程项目中存在重大挑战,因为它们的体积变化行为.
- 准确预测膨胀压力和不受限制的压缩强度对于基础设计至关重要.
- 现有的预测模型经常与影响扩张性土壤行为因素的复杂相互作用作斗争.
研究的目的:
- 开发和评估新型的人工神经网络 (ANN) 模型,与元启发式优化算法集成,用于预测膨胀压力和广土壤的不受限制的压缩强度 (PsUCS-ES).
- 为了比较 ANN 模型的性能,这些模型使用了粒子集群优化 (PSO),灰狼优化 (GWO),粘液模具算法 (SMA) 和海洋捕食者算法 (MPA) 进行了优化.
- 确定最有效的模型来准确和可靠地预测PsUCS-ES.
主要方法:
- 四个基于ANN的模型 (ANN-PSO,ANN-GWO,ANN-SMA,ANN-MPA) 使用来自145篇发表论文的9个有影响力的参数进行了开发.
- 用MAE,R2,RMSE,RSR,VAF,WI和WMAPE等指标来评估模型的性能.
- 进行了敏感性和单调性分析,以验证模型的稳定性.
主要成果:
- 所有开发的ANN模型都实现了整体数据集的回归系数 (R) >0.8.
- 该ANN-MPA模型表现出卓越的性能,在训练,测试和验证数据集中产生最高的R值,以及最低的平均绝对误差 (MAE).
- 虽然一些模型在未受限制的压缩强度 (UCS) 预测中显示过拟合,但ANN-MPA在没有显著的过拟合的情况下表现出强的性能,大多数预测都在±20%的误差范围内.
结论:
- 基于群体的ANN模型,特别是ANN-MPA,为预测PsUCS-ES提供了强大的解决方案,有效地处理超参数调整复杂性.
- 由于其准确性和可靠性,ANN-MPA模型在地球环境工程中具有很高的实际应用潜力.
- 这些发现支持集成先进的计算智能技术,以改善地质工程预测.
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