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2022 9
2023 2
2024 0

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Predicting California bearing ratio of HARHA-treated expansive soils using Gaussian process regression.
Ahmad M, Al-Zubi MA, Kubińska-Jabcoń E, Majdi A, Al-Mansob RA, Sabri MMS, Ali E, Naji JA, Elnaggar AY, Zamin B. Ahmad M, et al. Sci Rep. 2023 Aug 21;13(1):13593. doi: 10.1038/s41598-023-40903-1. Sci Rep. 2023. PMID: 37604957 Free PMC article.
The performance of the GPR model is assessed using statistical parameters, including the coefficient of determination (R(2)), mean absolute error (MAE), root mean square error (RMSE), Relative Root Mean Square Error (RRMSE), and performance indicator (rho). The obtained results t …
The performance of the GPR model is assessed using statistical parameters, including the coefficient of determination (R(2)), mean absolute …
Prediction of Rockfill Materials' Shear Strength Using Various Kernel Function-Based Regression Models-A Comparative Perspective.
Ahmad M, Al-Mansob RA, Jamil I, Al-Zubi MA, Sabri MMS, Alguno AC. Ahmad M, et al. Materials (Basel). 2022 Feb 25;15(5):1739. doi: 10.3390/ma15051739. Materials (Basel). 2022. PMID: 35268965 Free PMC article.
The prediction results of the GPR-PUK model are found to be more accurate and are in good agreement with the actual shear strength of RFMs, thus verifying the feasibility and effectiveness of the model....
The prediction results of the GPR-PUK model are found to be more accurate and are in good agreement with the actual shear strength of …
11 results