中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms

文献类型:期刊论文

作者Zhang, Pin4; Yin, Zhen-Yu4; Jin, Yin-Fu4; Chan, Tommy H. T.3; Gao FP(高福平)1,2
刊名GEOSCIENCE FRONTIERS
出版日期2021
卷号12期号:1页码:441-452
ISSN号1674-9871
关键词Compressibility Clays Machine learning Optimization Random forest Genetic algorithm
DOI10.1016/j.gsf.2020.02.014
通讯作者Yin, Zhen-Yu(zhenyu.yin@polyu.edu.hk)
英文摘要Compression index C c is an essential parameter in geotechnical design for which the effectiveness of correlation is still a challenge. This paper suggests a novel modelling approach using machine learning (ML) technique. The performance of five commonly used machine learning (ML) algorithms, i.e. back-propagation neural network (BPNN), extreme learning machine (ELM), support vector machine (SVM), random forest (RF) and evolutionary polynomial regression (EPR) in predicting C-c is comprehensively investigated. A database with a total number of 311 datasets including three input variables, i.e. initial void ratio e(0), liquid limit water content W-L, plasticity index I-p, and one output variable C-c is first established. Genetic algorithm (GA) is used to optimize the hyper-parameters in five ML algorithms, and the average prediction error for the 10-fold cross-validation (CV) sets is set as the fitness function in the GA for enhancing the robustness of ML models. The results indicate that ML models outperform empirical prediction formulations with lower prediction error. RF yields the lowest error followed by BPNN, ELM, EPR and SVM. If the ranges of input variables in the database are large enough, BPNN and RF models are recommended to predict C-c. Furthermore, if the distribution of input variables is continuous, RF model is the best one. Otherwise, EPR model is recommended if the ranges of input variables are small. The predicted correlations between input and output variables using five ML models show great agreement with the physical explanation.
分类号一类
WOS关键词SHEAR-STRENGTH ; IDENTIFYING PARAMETERS ; SENSITIVITY-ANALYSIS ; WATER-CONTENT ; INDEX ; PREDICTION ; BEHAVIOR ; SOILS ; SAND ; ANN
资助项目RIF project from the Research Grants Council (RGC) of Hong Kong[PolyU R5037-18F]
WOS研究方向Geology
语种英语
WOS记录号WOS:000597401000033
资助机构RIF project from the Research Grants Council (RGC) of Hong Kong
其他责任者Yin, Zhen-Yu
源URL[http://dspace.imech.ac.cn/handle/311007/85861]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
作者单位1.Univ Chinese Acad Sci, China Sch Engn Sci, Beijing 100049, Peoples R China
2.Chinese Acad Sci, Inst Mech, Key Lab Mech Fluid Solid Coupling Syst, Beijing 100190, Peoples R China;
3.Queensland Univ Technol QUT, Sci & Engn Fac, Sch Civil Engn & Built Environm, Brisbane, Qld 4001, Australia;
4.Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Hong Kong, Peoples R China;
推荐引用方式
GB/T 7714
Zhang, Pin,Yin, Zhen-Yu,Jin, Yin-Fu,et al. Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms[J]. GEOSCIENCE FRONTIERS,2021,12(1):441-452.
APA Zhang, Pin,Yin, Zhen-Yu,Jin, Yin-Fu,Chan, Tommy H. T.,&高福平.(2021).Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms.GEOSCIENCE FRONTIERS,12(1),441-452.
MLA Zhang, Pin,et al."Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms".GEOSCIENCE FRONTIERS 12.1(2021):441-452.

入库方式: OAI收割

来源:力学研究所

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