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

被引:188
|
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 13 条
  • [1] Predicting TBM penetration rate in hard rock condition: A comparative study among six XGB-based metaheuristic techniques
    Jian Zhou
    Yingui Qiu
    Danial Jahed Armaghani
    Wengang Zhang
    Chuanqi Li
    Shuangli Zhu
    Reza Tarinejad
    [J]. Geoscience Frontiers, 2021, 12 (03) : 207 - 219
  • [2] Predicting TBM penetration rate in hard rock condition: A comparative study among six XGB-based metaheuristic techniques
    Jian Zhou
    Yingui Qiu
    Danial Jahed Armaghani
    Wengang Zhang
    Chuanqi Li
    Shuangli Zhu
    Reza Tarinejad
    [J]. Geoscience Frontiers, 2021, (03) - 219
  • [3] 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
  • [4] Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
    Jian Zhou
    Behnam Yazdani Bejarbaneh
    Danial Jahed Armaghani
    M. M. Tahir
    [J]. Bulletin of Engineering Geology and the Environment, 2020, 79 : 2069 - 2084
  • [5] Forecasting of TBM advance rate in hard rock condition based on artificial neural network and genetic programming techniques
    Zhou, Jian
    Bejarbaneh, Behnam Yazdani
    Armaghani, Danial Jahed
    Tahir, M. M.
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 79 (04) : 2069 - 2084
  • [6] Application of various optimization techniques and comparison of their performances for predicting TBM penetration rate in rock mass
    Yagiz, Saffet
    Karahan, Halil
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2015, 80 : 308 - 315
  • [7] Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran
    Hassanpour, Jafar
    Kazemi, Chamran
    Rostami, Jamal
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 83 (05)
  • [8] Development of penetration rate prediction models for hard rock TBM in construction phase by deep learning and block model techniques: A case study in Mae Tang-Mae Ngad Tunnel, Northern Thailand
    Monthanopparat, Nantapol
    Tanchaisawat, Tawatchai
    Tanomtin, Chawalit
    [J]. PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023: Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World, 2023, : 2790 - 2798
  • [9] Comparative analysis of machine learning techniques for predicting drilling rate of penetration (ROP) in geothermal wells: A case study of FORGE site
    Yehia, Taha
    Gasser, Moamen
    Ebaid, Hossam
    Meehan, Nathan
    Okoroafor, Esuru Rita
    [J]. GEOTHERMICS, 2024, 121
  • [10] Analysis and Multi-Objective Optimization of the Rate of Penetration and Mechanical Specific Energy: A Case Study Applied to a Carbonate Hard Rock Reservoir Based on a Drill Rate Test Using Play-Back Methodology
    Mantegazini, Diunay Zuliani
    Nascimento, Andreas
    Dornelas, Vitoria Felicio
    Mathias, Mauro Hugo
    [J]. APPLIED SCIENCES-BASEL, 2024, 14 (06):