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contributor authorChen Xu
contributor authorXiaoli Liu
contributor authorEnzhi Wang
contributor authorSijing Wang
date accessioned2022-02-01T00:21:43Z
date available2022-02-01T00:21:43Z
date issued5/1/2021
identifier other%28ASCE%29GM.1943-5622.0001977.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271323
description abstractHigh accuracy in the simulation of the discrete-element method (DEM) depends on the proper selection of microparameters. In this study, the range of microparameters was determined through sensitivity analysis. Subsequently, four levels of orthogonal experimental tables were established and 148 sets of data were collected. In addition, five data mining methods, namely, support vector regression (SVR), nearest-neighbor regression (NNR), Bayesian ridge regression (BRR), random forest regression (RFR), and gradient tree boosting regression (GTBR), were used to establish a microparameter prediction model. The results indicate that machine learning methods have significant potential in determining the relationship between macro and microparameters of the DEM model. RFR achieved the best performance among the five models whether the input data were collected from the tests of the Brazilian tensile strength and uniaxial compression or only the uniaxial compression test. In addition, the deviation between the predicted and measured macroparameters was less than 8%. This approach allowed for more accurate modeling of complex structures in a rock under various stress conditions through DEM simulations.
publisherASCE
titleCalibration of the Microparameters of Rock Specimens by Using Various Machine Learning Algorithms
typeJournal Paper
journal volume21
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001977
journal fristpage04021060-1
journal lastpage04021060-11
page11
treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005
contenttypeFulltext


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