A novel hybrid surrogate intelligent model for creep index prediction based on particle swarm optimization and random forest

被引:142
作者
Zhang, Pin [1 ]
Yin, Zhen-Yu [1 ]
Jin, Yin-Fu [1 ]
Chan, Tommy H. T. [2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
[2] QUT, Sci & Engn Fac, Sch Civil Engn & Built Environm, Brisbane, Qld 4001, Australia
基金
中国国家自然科学基金;
关键词
Creep; Soft clay; Machine learning; Optimization; Physical properties; Correlation; TIME-DEPENDENT BEHAVIOR; ARTIFICIAL NEURAL-NETWORKS; MECHANICAL-BEHAVIOR; SHEAR-STRENGTH; SETTLEMENT BEHAVIOR; SOIL; SELECTION; STRESS; UNCERTAINTY; FRAMEWORK;
D O I
10.1016/j.enggeo.2019.105328
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Long-term settlement issues in engineering practice are controlled by the creep index, C-alpha, but current empirical models of C-alpha are not sufficiently reliable. In a departure from previous correlations, this study proposes a hybrid surrogate intelligent model for predicting C-alpha. The new combined model integrates a meta-heuristic particle optimization swarm (PSO) in the random forest (RF) to overcome the user experience dependence and local optimum problems. A total of 151 datasets having four parameters (liquid limit w(L), plasticity index I-p, void ratio e, clay content CI) and one output variable C-alpha are collected from the literature. Eleven combinations of these four parameters (one with four parameters, four with three parameters and six with two parameters) are used as input variables in the RF algorithm to determine the optimal combination of variables. In this novel model, PSO is employed to determine the optimal hyper-parameters in the RF algorithm, and the fitness function in the PSO is defined as the mean prediction error for 10 cross-validation sets to enhance the robustness of the RF model. The performance of the RF model is compared specifically with the existing empirical formulae. The results indicate that the combinations I-P-e, CI-I-P-e and CI-w(L)-I-p-e are optimal RF models in their respective groups, recommended for predicting C-alpha in engineering practice. Whats more, these three proposed models demonstrably outperform empirical methods, featuring as they do lower levels of prediction error. Parametric investigation indicates that the relationships between C-alpha and the four input variables in the proposed RF models harmonize with the physical explanation. A Gini index generated during the RF process indicates that C-alpha is much more sensitive to e than to CI, I-p and w(L), in that order - although the difference among the latter three variables can be negligible.
引用
收藏
页数:12
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共 74 条
[1]  
Basheer IA, 2000, COMPUT-AIDED CIV INF, V15, P440, DOI 10.1111/0885-9507.00206
[2]   Prediction of shear strength of soft soil using machine learning methods [J].
Binh Thai Pham ;
Le Hoang Son ;
Tuan-Anh Hoang ;
Duc-Manh Nguyen ;
Dieu Tien Bui .
CATENA, 2018, 166 :181-191
[3]   Bagging predictors [J].
Breiman, L .
MACHINE LEARNING, 1996, 24 (02) :123-140
[4]  
Breiman L., 2001, IEEE Trans. Broadcast., V45, P5
[5]   Triaxial behavior of sand-mica mixtures using genetic programming [J].
Cabalar, Ali Firat ;
Cevik, Abdulkadir .
EXPERT SYSTEMS WITH APPLICATIONS, 2011, 38 (08) :10358-10367
[6]   Bayesian model comparison and selection of spatial correlation functions for soil parameters' [J].
Cao, Zijun ;
Wang, Yu .
STRUCTURAL SAFETY, 2014, 49 :10-17
[7]   Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods [J].
Chen, Ren-Peng ;
Zhang, Pin ;
Kang, Xin ;
Zhong, Zhi-Quan ;
Liu, Yuan ;
Wu, Huai-Na .
SOILS AND FOUNDATIONS, 2019, 59 (02) :284-295
[8]   Prediction of shield tunneling-induced ground settlement using machine learning techniques [J].
Chen, Renpeng ;
Zhang, Pin ;
Wu, Huaina ;
Wang, Zhiteng ;
Zhong, Zhiquan .
FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2019, 13 (06) :1363-1378
[9]   Enhancing the particle swarm optimizer via proper parameters selection [J].
El-Gallad, A ;
El-Hawary, M ;
Sallam, A ;
Kalas, A .
IEEE CCEC 2002: CANADIAN CONFERENCE ON ELECTRCIAL AND COMPUTER ENGINEERING, VOLS 1-3, CONFERENCE PROCEEDINGS, 2002, :792-797
[10]   EPR-based material modelling of soils considering volume changes [J].
Faramarzi, Asaad ;
Javadi, Akbar A. ;
Alani, Amir M. .
COMPUTERS & GEOSCIENCES, 2012, 48 :73-85