Mohammed E. Seno , Husein Ali Zeini , Hamza Imran , Mohammed Noori , Sadiq N. Henedy , Nouby M. Ghazaly
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引用次数: 0
摘要
在岩土工程中,准确预测蠕变指数系数对于评估土壤的长期沉降具有重要意义。然而,目前确定蠕变系数的经验方法往往缺乏精确性,因此需要更精确的预测模型。本研究采用多元自适应回归样条(MARS)模型来预测岩土工程中的关键参数--粘土的蠕变指数。数据集分为训练子集和测试子集。网格搜索超参数调整用于优化 MARS 模型、黑盒模型(支持向量机,SVM)和白盒模型(Lasso),并使用五次交叉验证来评估它们的性能。从五倍交叉验证结果得出的 R2 和 RMSE 的平均值和中位数可以看出,MARS 的预测准确性更胜一筹。然后,将优化后的 MARS 模型应用于测试集,取得了极佳的预测准确性。最后,将该模型的性能与之前开发的机器学习模型和整个数据集的经验方程进行了比较。根据 RMSE、R2、MAE 和 KGE 指标,MARS 模型的表现优于其他所有模型,这突出表明了它在预测粘土蠕变指数方面的稳健性和可靠性。
Advancing in creep index of soil prediction: A groundbreaking machine learning approach with Multivariate Adaptive Regression Splines
The significance of accurately predicting the creep index coefficient for assessing the long-term settlement of soil is critical in geotechnical engineering. However, current empirical methods for determining the creep coefficient often lack precision, highlighting the need for a more accurate predictive model. This study employs the Multivariate Adaptive Regression Splines (MARS) model to predict the creep index in clay, a critical parameter in geotechnical engineering. The dataset was divided into training and testing subsets. Grid search hyperparameter tuning was applied to optimize the MARS model, as well as a black-box model (Support Vector Machine, SVM) and a white-box model (Lasso), with five-fold cross-validation used to assess their performance. MARS demonstrated superior predictive accuracy, as evidenced by the mean and median R2 and RMSE values obtained from the five-fold cross-validation results. The optimized MARS model was then applied to the test set, achieving excellent predictive accuracy. Finally, the model's performance was compared to previously developed machine learning models and empirical equations across the entire dataset. The MARS model outperformed all others based on RMSE, R2, MAE, and KGE metrics, highlighting its robustness and reliability in predicting the clay creep index.