Evidence map›Paper›PMID 37241358›Full record

ArticleMaterials (Basel, Switzerland)2023

Advanced Tree-Based Techniques for Predicting Unconfined Compressive Strength of Rock Material Employing Non-Destructive and Petrographic Tests.

Yuzhen Wang, Mahdi Hasanipanah, Ahmad Safuan A Rashid, Binh Nguyen Le, Dmitrii Vladimirovich Ulrikh

Abstract read
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Article in Materials (Basel, Switzerland), 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 6 papers.

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0cells of the map it votes in
6citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

Who cites it

6 citing papers in PubMed.

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4 · The record

Corrections and comments

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5 · Who and what money

Authors and funding

5 authors.

Yuzhen WangSchool of Civil Engineering, Henan Vocational College of Water Conservancy and Environment, Zhengzhou 450008, China.
Mahdi HasanipanahInstitute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam.ORCID 0000-0001-7582-6745
Ahmad Safuan A RashidFaculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru 81310, Malaysia.ORCID 0000-0001-7436-5406
Binh Nguyen LeInstitute of Research and Development, Duy Tan University, Da Nang 550000, Vietnam.
Dmitrii Vladimirovich UlrikhDepartment of Urban Planning, Engineering Networks and Systems, Institute of Architecture and Construction, South Ural State University, Lenin Prospect 76, 454080 Chelyabinsk, Russia.ORCID 0000-0002-6851-4257

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

The accurate estimation of rock strength is an essential task in almost all rock-based projects, such as tunnelling and excavation. Numerous efforts to create indirect techniques for calculating unconfined compressive strength (UCS) have been attempted. This is often due to the complexity of collecting and completing the abovementioned lab tests. This study applied two advanced machine learning techniques, including the extreme gradient boosting trees and random forest, for predicting the UCS based on non-destructive tests and petrographic studies. Before applying these models, a feature selection was conducted using a Pearson's Chi-Square test. This technique selected the following inputs for the development of the gradient boosting tree (XGBT) and random forest (RF) models: dry density and ultrasonic velocity as non-destructive tests, and mica, quartz, and plagioclase as petrographic results. In addition to XGBT and RF models, some empirical equations and two single decision trees (DTs) were developed to predict UCS values. The results of this study showed that the XGBT model outperforms the RF for UCS prediction in terms of both system accuracy and error. The linear correlation of XGBT was 0.994, and its mean absolute error was 0.113. In addition, the XGBT model outperformed single DTs and empirical equations. The XGBT and RF models also outperformed KNN (R = 0.708), ANN (R = 0.625), and SVM (R = 0.816) models. The findings of this study imply that the XGBT and RF can be employed efficiently for predicting the UCS values.

Indexed as

gradient boosting treenon-destructive testsphysical propertiesrandom forestregression tree techniquesrock strength prediction

Identifiers

PMID37241358
PMCPMC10222118

What OpenQuestion holds

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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.