Author:
Zhang Jinzhang,Mao Zhiyang,Huang Hongwei,Zhang Dongming
Abstract
Abstract
Borehole data obtained during geological surveys are the most essential source for understanding soil stratification. It is a prerequisite to know the soil classes up to some depths prior to any construction. However, the direct method to identify the soil classes by drilling boreholes and testing soil samples is costly. A cost-effective alternative is the Cone Penetration Testing (CPT), which is one of the most popular soil investigation methods. This paper explores the intelligent classification of soil layers based on CPT data using three unsupervised machine learning methods: K-means, Gaussian Mixture Process, and BIRCH. The research investigates the classification performance of different models in scenarios with 2 combinations, 3 combinations, 4 combinations, and 5 combinations. The results indicate that the Gaussian Mixture Process method exhibits the best classification performance, followed by the BIRCH method, while K-means performs relatively poorly. Using unsupervised learning for intelligent soil layer classification offers a fast and clear process, but the accuracy still requires further improvement. This study provides a valuable reference for future soil classification studies.
Reference8 articles.
1. Failure mechanism of rock with pre-existing surface crack under cone penetration test;Mao;Chinese Journal of Rock Mechanics and Engineering,2022
2. Correlation and neural network modeling of shear wave velocity of macau soils using SPT and CPT data;Lok;In Davis, CA (Ed.), Lifelines Conference (Lifelines), ELECTR NETWORK,2022
3. Development of locally specified soil stratification method with CPT data based on machine learning techniques;Cho;Geotechnics for Sustainable Infrastructure Development,2020
4. Automatic classification of fine-grained soils using CPT measurements and Artificial Neural Networks;Reale;Advanced Engineering Information,2018
5. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai;Shen;Tunnelling and Underground Space Technology,2014