• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

基于SHAP、PDP和ICE的高强度玻璃粉混凝土机器学习预测与可解释性分析

Machine learning prediction and explainability analysis of high strength glass powder concrete using SHAP PDP and ICE.

作者信息

Mahmood Muhammad Sarmad, Ali Tariq, Inam Inamullah, Qureshi Muhammad Zeeshan, Zaidi Syed Salman Ahmad, Alqurashi Muwaffaq, Ahmed Hawreen, Adnan Muhammad, Hotak Abdul Hakim

机构信息

Department of Civil Engineering, Swedish College of Engineering and Technology, Wah Cantt, 47080, Pakistan.

Department of Civil Engineering, Laghman University, Mehtarlam, Afghanistan.

出版信息

Sci Rep. 2025 Jul 1;15(1):22089. doi: 10.1038/s41598-025-04762-2.

DOI:10.1038/s41598-025-04762-2
PMID:40594039
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC12219312/
Abstract

Achieving high-strength concrete (HSC) with sustainable supplementary cementitious materials (SCMs) remains a significant challenge in the construction industry. Although glass powder has shown promise as a partial cement substitute, its specific impact on HSC growth is still unclear. This study aims to evaluate the compressive strength (CS) of high strength glass-powder concrete (HSGPC) using machine learning (ML) models and enhance predictive accuracy through hybrid optimization techniques. A dataset comprising 598 points was compiled, considering cement, glass powder, aggregates, water, superplasticizer, and curing days as key input parameters. Three standalone ML models-K-Nearest Neighbors (KNN), Random Forest (RF), and Extreme Gradient Boosting (XGB)-were trained, with RF achieving R² = 0.963 and XGB achieving R² = 0.946 on the test set. To further enhance performance, XGB was optimized using Particle Swarm Optimization (PSO), Firefly Algorithm (FA), and Grey Wolf Optimizer (GWO). Among these, XGB-GWO demonstrated the highest accuracy, with R² improving to 0.991 and MSE decreasing significantly from 83.95 to 14.42, resulting in an 82.82% error reduction. SHAP, PDP, and ICE analyses identified superplasticizer dosage, curing days, and coarse aggregate as the most influential parameters affecting compressive strength (CS). PDP and ICE validated these findings, showing reduced strength gains beyond 600 kg/m³ of cement and a decline beyond 800 kg/m³ of coarse aggregate. This study highlights the potential of ML-driven optimization for sustainable concrete design, offering an efficient, data-driven approach to optimizing material proportions for high-strength, eco-friendly concrete.

摘要

利用可持续性辅助胶凝材料(SCMs)制备高强度混凝土(HSC)仍然是建筑行业面临的一项重大挑战。尽管玻璃粉作为部分水泥替代品已展现出应用前景,但其对HSC强度增长的具体影响仍不明确。本研究旨在使用机器学习(ML)模型评估高强度玻璃粉混凝土(HSGPC)的抗压强度(CS),并通过混合优化技术提高预测精度。考虑到水泥、玻璃粉、骨料、水、高效减水剂和养护天数等关键输入参数,编制了一个包含598个数据点的数据集。训练了三个独立的ML模型——K近邻(KNN)、随机森林(RF)和极端梯度提升(XGB),其中RF在测试集上的R² = 0.963,XGB的R² = 0.946。为进一步提高性能,使用粒子群优化(PSO)、萤火虫算法(FA)和灰狼优化器(GWO)对XGB进行了优化。其中,XGB - GWO表现出最高的精度,R²提高到0.991,均方误差(MSE)从83.95显著降至14.42,误差减少了82.82%。SHAP、PDP和ICE分析确定高效减水剂用量、养护天数和粗骨料是影响抗压强度(CS)的最具影响力的参数。PDP和ICE验证了这些发现,表明水泥用量超过600 kg/m³时强度增长降低,粗骨料用量超过800 kg/m³时强度下降。本研究突出了ML驱动的优化在可持续混凝土设计中的潜力,为优化高强度、环保混凝土的材料比例提供了一种高效的数据驱动方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/cc3661746b4c/41598_2025_4762_Fig19a_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/94cfcc34294c/41598_2025_4762_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/41d2e6b39a38/41598_2025_4762_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/4c5679ee5052/41598_2025_4762_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/56f176196e0d/41598_2025_4762_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/382f1180a50f/41598_2025_4762_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/17ac1d25ce61/41598_2025_4762_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/497e90e048d8/41598_2025_4762_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/f908784b128a/41598_2025_4762_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/53b805a85a47/41598_2025_4762_Fig9_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/af1086eaa641/41598_2025_4762_Fig10_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/1974564bc1f1/41598_2025_4762_Fig11_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/61af0a4c632f/41598_2025_4762_Fig12_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/b836ce5af146/41598_2025_4762_Fig13_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/39be44360529/41598_2025_4762_Fig14_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/cdc72506b18e/41598_2025_4762_Fig15_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/3819b3f90e1a/41598_2025_4762_Fig16_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/d84f7e594ce2/41598_2025_4762_Fig17_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/ab028091c21a/41598_2025_4762_Fig18_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/cc3661746b4c/41598_2025_4762_Fig19a_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/94cfcc34294c/41598_2025_4762_Fig1_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/41d2e6b39a38/41598_2025_4762_Fig2_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/4c5679ee5052/41598_2025_4762_Fig3_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/56f176196e0d/41598_2025_4762_Fig4_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/382f1180a50f/41598_2025_4762_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/17ac1d25ce61/41598_2025_4762_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/497e90e048d8/41598_2025_4762_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/f908784b128a/41598_2025_4762_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/53b805a85a47/41598_2025_4762_Fig9_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/af1086eaa641/41598_2025_4762_Fig10_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/1974564bc1f1/41598_2025_4762_Fig11_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/61af0a4c632f/41598_2025_4762_Fig12_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/b836ce5af146/41598_2025_4762_Fig13_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/39be44360529/41598_2025_4762_Fig14_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/cdc72506b18e/41598_2025_4762_Fig15_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/3819b3f90e1a/41598_2025_4762_Fig16_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/d84f7e594ce2/41598_2025_4762_Fig17_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/ab028091c21a/41598_2025_4762_Fig18_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4211/12219312/cc3661746b4c/41598_2025_4762_Fig19a_HTML.jpg

相似文献

1
Machine learning prediction and explainability analysis of high strength glass powder concrete using SHAP PDP and ICE.基于SHAP、PDP和ICE的高强度玻璃粉混凝土机器学习预测与可解释性分析
Sci Rep. 2025 Jul 1;15(1):22089. doi: 10.1038/s41598-025-04762-2.
2
Data-driven framework for prediction of mechanical properties of waste glass aggregates concrete.基于数据驱动的废玻璃骨料混凝土力学性能预测框架。
Sci Rep. 2025 Jul 1;15(1):20902. doi: 10.1038/s41598-025-05229-0.
3
Enhancing concrete strength for sustainability using a machine learning approach to improve mechanical performance.采用机器学习方法提高混凝土强度以实现可持续性,从而改善机械性能。
Sci Rep. 2025 Jul 2;15(1):23067. doi: 10.1038/s41598-025-02648-x.
4
AI driven prediction of early age compressive strength in ultra high performance fiber reinforced concrete.人工智能驱动的超高性能纤维增强混凝土早期抗压强度预测
Sci Rep. 2025 Jun 26;15(1):20316. doi: 10.1038/s41598-025-06725-z.
5
Artificial bee colony optimized random forest model for prediction of fly ash concrete compressive strength.基于人工蜂群优化随机森林模型的粉煤灰混凝土抗压强度预测
MethodsX. 2025 Jun 1;14:103412. doi: 10.1016/j.mex.2025.103412. eCollection 2025 Jun.
6
Proposal for Using AI to Assess Clinical Data Integrity and Generate Metadata: Algorithm Development and Validation.关于使用人工智能评估临床数据完整性并生成元数据的提案:算法开发与验证
JMIR Med Inform. 2025 Jun 30;13:e60204. doi: 10.2196/60204.
7
Adaptive neuro-fuzzy inference system optimization of natural rubber latex modified concrete's mechanical Properties.天然橡胶乳胶改性混凝土力学性能的自适应神经模糊推理系统优化
Sci Rep. 2025 Jul 1;15(1):20624. doi: 10.1038/s41598-025-05852-x.
8
Supervised Machine Learning Models for Predicting Sepsis-Associated Liver Injury in Patients With Sepsis: Development and Validation Study Based on a Multicenter Cohort Study.用于预测脓毒症患者脓毒症相关肝损伤的监督式机器学习模型:基于多中心队列研究的开发与验证研究
J Med Internet Res. 2025 May 26;27:e66733. doi: 10.2196/66733.
9
Stabilizing machine learning for reproducible and explainable results: A novel validation approach to subject-specific insights.稳定机器学习以获得可重复和可解释的结果:一种针对特定个体见解的新型验证方法。
Comput Methods Programs Biomed. 2025 Jun 21;269:108899. doi: 10.1016/j.cmpb.2025.108899.
10
Effect of partial substitution of recycled concrete aggregate in reinforced concrete beams: analysis of dry and pre-saturated conditions.再生混凝土骨料部分替代对钢筋混凝土梁的影响:干燥和预饱和条件分析。
Environ Sci Pollut Res Int. 2025 May;32(23):13674-13685. doi: 10.1007/s11356-025-36483-4. Epub 2025 May 9.

本文引用的文献

1
Predicting compressive strength of hollow concrete prisms using machine learning techniques and explainable artificial intelligence (XAI).使用机器学习技术和可解释人工智能(XAI)预测空心混凝土棱柱体的抗压强度。
Heliyon. 2024 Aug 27;10(17):e36841. doi: 10.1016/j.heliyon.2024.e36841. eCollection 2024 Sep 15.
2
Predicting 28-day compressive strength of fibre-reinforced self-compacting concrete (FR-SCC) using MEP and GEP.使用多元逐步回归(MEP)和基因表达式编程(GEP)预测纤维增强自密实混凝土(FR-SCC)的28天抗压强度。
Sci Rep. 2024 Jul 27;14(1):17293. doi: 10.1038/s41598-024-65905-5.
3
Analyzing the Compressive Strength of Ceramic Waste-Based Concrete Using Experiment and Artificial Neural Network (ANN) Approach.
采用实验和人工神经网络(ANN)方法分析陶瓷废料基混凝土的抗压强度。
Materials (Basel). 2021 Aug 11;14(16):4518. doi: 10.3390/ma14164518.
4
Comparative Study of Supervised Machine Learning Algorithms for Predicting the Compressive Strength of Concrete at High Temperature.用于预测高温下混凝土抗压强度的监督式机器学习算法的比较研究
Materials (Basel). 2021 Jul 28;14(15):4222. doi: 10.3390/ma14154222.
5
Impact of Design Parameters on the Ratio of Compressive to Split Tensile Strength of Self-Compacting Concrete with Recycled Aggregate.设计参数对含再生骨料自密实混凝土抗压强度与劈裂抗拉强度之比的影响
Materials (Basel). 2021 Jun 22;14(13):3480. doi: 10.3390/ma14133480.
6
Influence of Glass Silica Waste Nano Powder on the Mechanical and Microstructure Properties of Alkali-Activated Mortars.玻璃硅石废料纳米粉对碱激发砂浆力学性能和微观结构性能的影响
Nanomaterials (Basel). 2020 Feb 14;10(2):324. doi: 10.3390/nano10020324.