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Research on Permeability Characteristics and Gradation of Rockfill Material Based on Machine Learning.
- Source :
- Water (20734441); Apr2024, Vol. 16 Issue 8, p1135, 14p
- Publication Year :
- 2024
-
Abstract
- The density of rockfill material is an important index to evaluate the quality of rockfill dams. It is of great significance to accurately obtain the densities and permeability coefficients of rockfill material dams quickly and accurately by scientific means. However, it takes a long time to measure the permeability coefficient of rockfill material in practice, which means that such measurements cannot fully reflect all the relevant properties. In this paper, using a convolutional neural network (CNN), a machine learning model was established to predict the permeability coefficient of rockfill material with the full scale (d<subscript>10</subscript>~d<subscript>100</subscript>), pore ratio, Cu, and Cc as the inputs and the permeability coefficient as the output. Through collecting the permeability coefficient and related data in the literature, the set samples were sorted for model training. The prediction results of the trained CNN model are compared with those of the back propagation (BP) model to verify the accuracy of the CNN model. Laboratory constant head penetration experiments were designed to verify the generalization performance of the model. The results show that compared with the BP model, the CNN model has better applicability to the prediction of the permeability coefficient of rockfill material and that the CNN can obtain better accuracy and meet the requirements of the rough estimation of rockfill materials' permeability in engineering. [ABSTRACT FROM AUTHOR]
- Subjects :
- CONVOLUTIONAL neural networks
MACHINING
PERMEABILITY
EARTH dams
BACK propagation
Subjects
Details
- Language :
- English
- ISSN :
- 20734441
- Volume :
- 16
- Issue :
- 8
- Database :
- Complementary Index
- Journal :
- Water (20734441)
- Publication Type :
- Academic Journal
- Accession number :
- 176877299
- Full Text :
- https://doi.org/10.3390/w16081135