预测加利福尼亚州HARHA处理的膨胀土壤的承载比,使用高斯过程回归
Mahmood Ahmad1,2, Mohammad A Al-Zubi3, Ewa Kubińska-Jabcoń4
1Department of Civil Engineering, Faculty of Engineering, International Islamic University Malaysia, Jalan Gombak, Selangor, 50728, Malaysia. ahmadm@iium.edu.my.
这项研究引入了一种新的高斯过程回归 (GPR) 模型,以准确预测加州用水合石灰激活米灰 (HARHA) 处理的土壤的承载比率 (CBR). 该GPR模型显著优于现有的人工神经网络和基因表达编程模型.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 计算智能是一种计算智能.
背景情况:
- 加利福尼亚轴承比率 (CBR) 是评估路面设计中底层土壤强度的关键参数.
- 传统的CBR评估方法可能耗时且资源密集.
- 开发准确的CBR预测模型对于高效的道路建设至关重要.
研究的目的:
- 开发和验证一种新的高斯过程回归 (GPR) 模型,用于预测用水合石灰激活米灰 (HARHA) 处理的土壤的CBR.
- 将GPR模型的预测性能与已建立的人工神经网络 (ANN) 和基因表达编程 (GEP) 模型进行比较.
- 确定影响HARHA处理土壤CBR的关键输入参数.
主要方法:
- 使用了121个实验数据点的数据集,包括HARHA含量,液体极限,塑料极限和最佳水分含量等参数.
- 训练并开发了一种高斯过程回归 (GPR) 模型来预测CBR值.
- 使用统计指标评估模型性能:R2,MAE,RMSE,RRMSE和 ρ,并与ANN和GEP模型进行比较.
主要成果:
- 该GPR模型显示出优异的预测准确性,其中R2 = 0.9999,MAE = 0.0920,RMSE = 0.13907,RRMSE = 0.0078,以及 ρ = 0.00391.
- 在预测CBR方面,GPR模型显著超过ANN (R2 = 0.9998) 和GEP (R2 = 0.9972) 模型.
- 灵敏度分析表明,HARHA含量是影响处理土壤CBR的最有影响力的参数.
结论:
- 开发的GPR模型为预测HARHA处理土壤的CBR提供了一个高度准确和可靠的方法.
- 与ANN和GEP相比,GPR为这种特定的地质技术应用提供了更有效的计算技术.
- 这些发现凸显了HARHA含量的重要性,提高了路面底层应用的土壤强度.
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