Enhancing unconfined compressive strength of stabilized soil with lime and cement prediction through a robust hybrid machine learning approach utilizing Naive Bayes Algorithm
Abstract The unconfined compressive strength (UCS) of stabilized soil with lime and cement is a crucial mechanical factor in developing accurate geomechanical models. In the past, determining UCS required laborious laboratory testing of core samples or complex well-log analysis, both of which consum...
Main Author: | |
---|---|
Format: | Article |
Language: | English |
Published: |
SpringerOpen
2024-04-01
|
Series: | Journal of Engineering and Applied Science |
Subjects: | |
Online Access: | https://doi.org/10.1186/s44147-024-00408-8 |