Evidence map›Paper›PMID 40082548›Full record

ArticleScientific reports2025

A machine learning framework for predicting shear strength properties of rock materials.

Daxing Lei, Yaoping Zhang, Zhigang Lu, Guangli Wang, Zejin Lai, Min Lin, Yifan Chen

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

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

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

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

The trial behind it

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

1 citing paper in PubMed.

  1. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

7 authors.

Daxing LeiSchool of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, 341000, China. daxinglei17@163.com.
Yaoping ZhangSchool of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, 341000, China.
Zhigang LuSchool of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, 341000, China.
Guangli WangSchool of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, 341000, China.
Zejin LaiSchool of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, 341000, China.
Min LinAnhui Lujiang Longqiao Mining Co., LTD, Hefei, 230000, China.
Yifan ChenSchool of Resources and Safety Engineering, Central South University, Changsha, 410083, Hunan, China.

Funding

Jiangxi Province Higher Education Teaching Reform Research Project No. JXJG-23-36-3Jiangxi Provincial Department of Education Science and technology research Program GJJ2403702Jiangxi Provincial Department of Education Science and technology research Program GJJ2403704
6 · The paper itself

Abstract

The shear strength characteristics of rock materials, specifically internal friction angle and cohesion, are critical parameters for the design of rock structures. Accurate strength prediction can significantly reduce design time and costs while minimizing material waste associated with extensive physical testing. This paper utilizes experimental data from rock samples in the Himalayas to develop a novel machine learning model that combines the improved sparrow search algorithm (ISSA) with Extreme Gradient Boosting (XGBoost), referred to as the ISSA-XGBoost model, for predicting the shear strength characteristics of rock materials. To train and validate the proposed model, a dataset comprising 199 rock measurements and six input variables was employed. The ISSA-XGBoost model was benchmarked against other models, and feature importance analysis was conducted. The results demonstrate that the ISSA-XGBoost model outperforms the alternatives in both training and test datasets, showcasing superior predictive accuracy (R² = 0.982 for cohesion and R² = 0.932 for internal friction angle). Feature importance analysis revealed that uniaxial compressive strength has the greatest influence on cohesion, followed by P-wave velocity, while density exerts the most significant impact on internal friction angle, also followed by P-wave velocity.

Indexed as

CohesionExtreme gradient boosting (XGBoost)Internal friction angleMachine learningRock materialsShear strength

Identifiers

PMID40082548
PMCPMC11906643

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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.