A case study of resilient modulus prediction leveraging an explainable metaheuristic-based XGBoost
The resilient modulus (MR) of pavement subgrade soils is an index describing the structural response of flexible pavement foundations. Commonly, MR under different conditions of confining pressures and deviatoric stresses are tested by cyclic triaxial compressive experiments. However, such experimen...
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Main Authors: | , , , , , |
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Format: | Article |
Published: |
Elsevier
2024
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Subjects: | |
Online Access: | http://eprints.um.edu.my/45575/ https://doi.org/10.1016/j.trgeo.2024.101216 |
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Institution: | Universiti Malaya |