Probabilistic Evaluation of Tunnel Boring Machine Penetration Rate Based on Case Analysis

被引:3
|
作者
Li, Guangkun [1 ]
Xue, Yiguo [1 ]
Su, Maoxin [1 ]
Qiu, Daohong [1 ]
Wang, Peng [1 ]
Liu, Qiushi [1 ]
Jiang, Xudong [1 ]
机构
[1] Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Shandong, Peoples R China
关键词
TBM penetration rate; Probability evaluation; Copula; BPNN; Monte Carlo; PARTICLE SWARM OPTIMIZATION; PERFORMANCE PREDICTION; TBM PERFORMANCE; NEURAL-NETWORK; MODEL; PARAMETERS; STRENGTH; SYSTEMS;
D O I
10.1007/s12205-022-0128-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although geological parameters are known to affect the penetration rate (PR) of a tunnel boring machine (TBM), their relation to the probability of TBM PR has been rarely considered. In this article, a probabilistic evaluation model of TBM PR was proposed. Firstly, the marginal distributions of five geological parameters were confirmed by mathematical statistics. Then Copula theory was used to construct a five-dimensional joint probability distribution of the geological parameters in line with the marginal distributions. Next, the collected geological parameters were utilized to train a three-layer backpropagation neural network (BPNN) model for predicting the TBM PR. Finally, A Copula-BPNN coupled model was built for estimating the probability of TBM PR, and a Weibull distribution function of the predicted TBM PR was obtained through Monte Carlo simulation. Considering the uncertainty, correlation, and multi-factor influence, this paper realized the probabilistic evaluation of TBM PR. Discussion on the parameter uncertainty and independence shows that the variability of the geological parameters is necessary in TBM PR prediction. Quantitative probability estimation of the TBM PR can help with optimizing the driving parameters under different geological conditions to improve construction efficiency.
引用
收藏
页码:4840 / 4850
页数:11
相关论文
共 50 条
  • [31] Evaluation of machine learning algorithms in tunnel boring machine applications: a case study in Mashhad metro line 3
    Morteza Abbasi
    Amir Hossein Namadchi
    Mehdi Abbasi
    Mohsen Abbasi
    International Journal of Geo-Engineering, 15 (1)
  • [32] Impact of Tunnel Boring Machine Advance Rate for Pipeline Construction Projects
    Serajiantehrani, Ramtin
    Janbaz, Saeed
    Najafi, Mohammad
    Korky, Seyed
    Mohammadi, Mohammadreza Malek
    PIPELINES 2019: CONDITION ASSESSMENT, CONSTRUCTION, AND REHABILITATION, 2019, : 650 - 660
  • [33] Hard rock tunnel boring machine penetration test as an indicator of chipping process efficiency
    Villeneuve, M. C.
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2017, 9 (04) : 611 - 622
  • [34] Hard rock tunnel boring machine penetration test as an indicator of chipping process efficiency
    M.C.Villeneuve
    Journal of Rock Mechanics and Geotechnical Engineering, 2017, (04) : 611 - 622
  • [35] Forecasting tunnel boring machine penetration rate using LSTM deep neural network optimized by grey wolf optimization algorithm
    Mahmoodzadeh, Arsalan
    Nejati, Hamid Reza
    Mohammadi, Mokhtar
    Ibrahim, Hawkar Hashim
    Rashidi, Shima
    Rashid, Tarik Ahmed
    EXPERT SYSTEMS WITH APPLICATIONS, 2022, 209
  • [37] Probabilistic Life Prediction of Tunnel Boring Machine under Wearing Conditions with Incomplete Information
    Fu, Xianlei
    Wu, Maozhi
    Zhang, Limao
    BUILDINGS, 2022, 12 (11)
  • [38] Fracture analysis on involute spline of large tunnel boring machine
    Bian, Xinxiao
    Liu, Yuanrong
    Zhang, Jitao
    ENGINEERING FAILURE ANALYSIS, 2022, 142
  • [39] Probabilistic estimation of the advancement rate of the Tunnel Boring Machines on the basis of rock mass characteristics
    Pierpaolo Oreste
    Giovanni Spagnoli
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2022, 8
  • [40] Treatment and analysis of the performance parameters of a tunnel-boring machine
    Denis, A
    Cremoux, F
    CANADIAN GEOTECHNICAL JOURNAL, 2002, 39 (02) : 451 - 462