Predicting TBM penetration rate in hard rock condition: A comparative study among six XGB-based metaheuristic techniques

被引:204
作者
Zhou, Jian [1 ]
Qiu, Yingui [1 ]
Armaghani, Danial Jahed [2 ]
Zhang, Wengang [3 ]
Li, Chuanqi [1 ]
Zhu, Shuangli [1 ]
Tarinejad, Reza [4 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Peoples R China
[2] Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam
[3] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[4] Univ Tabriz, Fac Civil Engn, 29 Bahman Blvd, Tabriz 51666, Iran
基金
美国国家科学基金会;
关键词
TBM penetration rate; Hard rock; XGB-based hybrid model; Predictive model; Metaheuristic optimization; TUNNEL BORING MACHINE; GREY WOLF; PERFORMANCE PREDICTION; OPTIMIZATION TECHNIQUES; SPATIAL PREDICTION; NEURAL-NETWORKS; SHEAR-STRENGTH; REGRESSION; MODEL; ALGORITHMS;
D O I
10.1016/j.gsf.2020.09.020
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
A reliable and accurate prediction of the tunnel boringmachine (TBM) performance can assist inminimizing the relevant risks of high capital costs and in scheduling tunneling projects. This research aims to develop six hybrid models of extreme gradient boosting (XGB) which are optimized by gray wolf optimization (GWO), particle swarm optimization (PSO), social spider optimization (SSO), sine cosine algorithm (SCA), multi verse optimization (MVO) and moth flame optimization (MFO), for estimation of the TBM penetration rate (PR). To do this, a comprehensive database with 1286 data samples was established where seven parameters including the rock quality designation, the rock mass rating, Brazilian tensile strength (BTS), rock mass weathering, the uniaxial compressive strength (UCS), revolution per minute and trust force per cutter (TFC), were set as inputs and TBM PR was selected as model output. Together with the mentioned six hybrid models, four single models i.e., artificial neural network, random forest regression, XGB and support vector regression were also built to estimate TBMPR for comparison purposes. These models were designed conducting several parametric studies on their most important parameters and then, their performance capacities were assessed through the use of root mean square error, coefficient of determination, mean absolute percentage error, and a 10-index. Results of this study confirmed that the best predictive model of PR goes to the PSO-XGB technique with system error of (0.1453, and 0.1325), R-2 of (0.951, and 0.951), mean absolute percentage error (4.0689, and 3.8115), and a10index of (0.9348, and 0.9496) in training and testing phases, respectively. The developed hybrid PSO-XGB can be introduced as an accurate, powerful and applicable technique in the field of TBM performance prediction. By conducting sensitivity analysis, it was found that UCS, BTS and TFC have the deepest impacts on the TBM PR. (C) 2021 China University of Geosciences (Beijing) and Peking University. Production and hosting by Elsevier B.V.
引用
收藏
页数:13
相关论文
共 101 条
  • [1] Optimal power flow using particle swarm optimization
    Abido, MA
    [J]. INTERNATIONAL JOURNAL OF ELECTRICAL POWER & ENERGY SYSTEMS, 2002, 24 (07) : 563 - 571
  • [2] [Anonymous], 2007, The complete ISRM Suggested Mehtods for Rock Characterization, Testing, and Monitoring: 1974-2006, DOI DOI 10.1007/978-3-319-07713-0
  • [3] [Anonymous], 2012, RES J APPL SCI ENG T
  • [4] [Anonymous], 2007, P 10 AUSTR NZ C GEOM
  • [5] [Anonymous], 2006, IND APPL C 2006 41 I
  • [6] Application of several optimization techniques for estimating TBM advance rate in granitic rocks
    Armaghani, Danial Jahed
    Koopialipoor, Mohammadreza
    Marto, Aminaton
    Yagiz, Saffet
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2019, 11 (04) : 779 - 789
  • [7] Performance prediction of tunnel boring machine through developing a gene expression programming equation
    Armaghani, Danial Jahed
    Faradonbeh, Roohollah Shirani
    Momeni, Ehsan
    Fahimifar, Ahmad
    Tahir, M. M.
    [J]. ENGINEERING WITH COMPUTERS, 2018, 34 (01) : 129 - 141
  • [8] Development of hybrid intelligent models for predicting TBM penetration rate in hard rock condition
    Armaghani, Danial Jahed
    Mohamad, Edy Tonnizam
    Narayanasamy, Mogana Sundaram
    Narita, Nobuya
    Yagiz, Saffet
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 63 : 29 - 43
  • [9] Indirect measure of shale shear strength parameters by means of rock index tests through an optimized artificial neural network
    Armaghani, Danial Jahed
    Hajihassani, Mohsen
    Bejarbaneh, Behnam Yazdani
    Marto, Aminaton
    Mohamad, Edy Tonnizam
    [J]. MEASUREMENT, 2014, 55 : 487 - 498
  • [10] Bamford W.F., 1984, P 5 AUSTR TUNNELING, V2, P9