Application of machine learning in predicting the rate-dependent compressive strength of rocks

Accurate prediction of compressive strength of rocks relies on the rate-dependent behaviors of rocks, and correlation among the geometrical, physical, and mechanical properties of rocks. However, these properties may not be easy to control in laboratory experiments, particularly in dynamic compressi...

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Main Authors: Mingdong Wei, Wenzhao Meng, Feng Dai, Wei Wu
Format: Article
Language:English
Published: Elsevier 2022-10-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S167477552200049X
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author Mingdong Wei
Wenzhao Meng
Feng Dai
Wei Wu
author_facet Mingdong Wei
Wenzhao Meng
Feng Dai
Wei Wu
author_sort Mingdong Wei
collection DOAJ
description Accurate prediction of compressive strength of rocks relies on the rate-dependent behaviors of rocks, and correlation among the geometrical, physical, and mechanical properties of rocks. However, these properties may not be easy to control in laboratory experiments, particularly in dynamic compression experiments. By training three machine learning models based on the support vector machine (SVM), back-propagation neural network (BPNN), and random forest (RF) algorithms, we isolated different input parameters, such as static compressive strength, P-wave velocity, specimen dimension, grain size, bulk density, and strain rate, to identify their importance in the strength prediction. Our results demonstrated that the RF algorithm shows a better performance than the other two algorithms. The strain rate is a key input parameter influencing the performance of these models, while the others (e.g. static compressive strength and P-wave velocity) are less important as their roles can be compensated by alternative parameters. The results also revealed that the effect of specimen dimension on the rock strength can be overshadowed at high strain rates, while the effect on the dynamic increase factor (i.e. the ratio of dynamic to static compressive strength) becomes significant. The dynamic increase factors for different specimen dimensions bifurcate when the strain rate reaches a relatively high value, a clue to improve our understanding of the transitional behaviors of rocks from low to high strain rates.
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spelling doaj.art-ce8ceb5d790d45e883eb47d2dcfc21bb2022-12-22T04:27:11ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552022-10-0114513561365Application of machine learning in predicting the rate-dependent compressive strength of rocksMingdong Wei0Wenzhao Meng1Feng Dai2Wei Wu3School of Civil and Environmental Engineering, Nanyang Technological University, SingaporeSchool of Civil and Environmental Engineering, Nanyang Technological University, SingaporeState Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, 610065, ChinaSchool of Civil and Environmental Engineering, Nanyang Technological University, Singapore; Corresponding author.Accurate prediction of compressive strength of rocks relies on the rate-dependent behaviors of rocks, and correlation among the geometrical, physical, and mechanical properties of rocks. However, these properties may not be easy to control in laboratory experiments, particularly in dynamic compression experiments. By training three machine learning models based on the support vector machine (SVM), back-propagation neural network (BPNN), and random forest (RF) algorithms, we isolated different input parameters, such as static compressive strength, P-wave velocity, specimen dimension, grain size, bulk density, and strain rate, to identify their importance in the strength prediction. Our results demonstrated that the RF algorithm shows a better performance than the other two algorithms. The strain rate is a key input parameter influencing the performance of these models, while the others (e.g. static compressive strength and P-wave velocity) are less important as their roles can be compensated by alternative parameters. The results also revealed that the effect of specimen dimension on the rock strength can be overshadowed at high strain rates, while the effect on the dynamic increase factor (i.e. the ratio of dynamic to static compressive strength) becomes significant. The dynamic increase factors for different specimen dimensions bifurcate when the strain rate reaches a relatively high value, a clue to improve our understanding of the transitional behaviors of rocks from low to high strain rates.http://www.sciencedirect.com/science/article/pii/S167477552200049XMachine learningRock dynamicsCompressive strengthStrain rate
spellingShingle Mingdong Wei
Wenzhao Meng
Feng Dai
Wei Wu
Application of machine learning in predicting the rate-dependent compressive strength of rocks
Journal of Rock Mechanics and Geotechnical Engineering
Machine learning
Rock dynamics
Compressive strength
Strain rate
title Application of machine learning in predicting the rate-dependent compressive strength of rocks
title_full Application of machine learning in predicting the rate-dependent compressive strength of rocks
title_fullStr Application of machine learning in predicting the rate-dependent compressive strength of rocks
title_full_unstemmed Application of machine learning in predicting the rate-dependent compressive strength of rocks
title_short Application of machine learning in predicting the rate-dependent compressive strength of rocks
title_sort application of machine learning in predicting the rate dependent compressive strength of rocks
topic Machine learning
Rock dynamics
Compressive strength
Strain rate
url http://www.sciencedirect.com/science/article/pii/S167477552200049X
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