Development of a new hybrid ANN for solving a geotechnical problem related to tunnel boring machine performance

被引:0
作者
Mohammadreza Koopialipoor
Ahmad Fahimifar
Ebrahim Noroozi Ghaleini
Mohammadreza Momenzadeh
Danial Jahed Armaghani
机构
[1] Amirkabir University of Technology,Faculty of Civil and Environmental Engineering
[2] Amirkabir University of Technology,Department of Civil and Environmental Engineering
[3] Amirkabir University of Technology,Faculty of Mining and Metallurgy
[4] Islamic Azad University,Faculty of Civil and Environmental Engineering, Science and Research Branch
来源
Engineering with Computers | 2020年 / 36卷
关键词
Penetration rate; Tunnel boring machine; Firefly algorithm; ANN;
D O I
暂无
中图分类号
学科分类号
摘要
Prediction of tunnel boring machine (TBM) performance parameters can be caused to reduce the risks associated with tunneling projects. This study is aimed to introduce a new hybrid model namely Firefly algorithm (FA) combined by artificial neural network (ANN) for solving problems in the field of geotechnical engineering particularly for estimation of penetration rate (PR) of TBM. For this purpose, the results obtained from the field observations and laboratory tests were considered as model inputs to estimate PR of TBMs operated in a water transfer tunnel in Malaysia. Five rock mass and material properties (rock strength, tensile strength of rock, rock quality designation, rock mass rating and weathering zone) and two machine factors (trust force and revolution per minute) were used in the new model for predicting PA. FA algorithm was used to optimize weight and bias of ANN to obtain a higher level of accuracy. A series of hybrid FA-ANN models using the most influential parameters on FA were constructed to estimate PR. For comparison, a simple ANN model was built to predict PR of TBM. This ANN model was improved on the basis of new ways. By doing this, the best ANN model was chosen for comparison purposes. After implementing the best models for two methods, the data were divided into five separate categories. This will minimize the chance of randomness. Then the best models were applied for these new categories. The results demonstrated that new hybrid intelligent model is able to provide higher performance capacity for predicting. Based on the coefficient of determination 0.948 and 0.936 and 0.885 and 0.889 for training and testing datasets of FA-ANN and ANN models, respectively, it was found that the new hybrid model can be introduced as a superior model for solving geotechnical engineering problems.
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页码:345 / 357
页数:12
相关论文
共 167 条
  • [1] Farmer IW(1980)Mechanics of disc cutter penetration Tunn Tunn 12 22-25
  • [2] Glossop NH(2008)Utilizing rock mass properties for predicting TBM performance in hard rock condition Tunn Undergr Sp Technol 23 326-339
  • [3] Yagiz S(2009)Development of a rock mass characteristics model for TBM penetration rate prediction Int J Rock Mech Min Sci 46 8-18
  • [4] Gong Q-M(2012)Artificial neural networks and nonlinear regression techniques to assess the influence of slake durability cycles on the prediction of uniaxial compressive strength and modulus of elasticity for carbonate rocks Int J Numer Anal Meth Geomech 36 1636-1650
  • [5] Zhao J(2017)Developing a hybrid PSO–ANN model for estimating the ultimate bearing capacity of rock-socketed piles Neural Comput Appl 53 344-351
  • [6] Yagiz S(2016)Feasibility of PSO-ANN model for predicting surface settlement caused by tunneling Eng Comput 28 1-12
  • [7] Sezer EA(2016)A new model for determining slope stability based on seismic motion performance Soil Mech Found Eng 22 1685-1693
  • [8] Gokceoglu C(2012)Comparative analysis of intelligent algorithms to correlate strength and petrographic properties of some schistose rocks Eng Comput 36 2247-519
  • [9] Jahed Armaghani D(2013)A neuro-fuzzy approach for prediction of longitudinal wave velocity Neural Comput Appl 16 497-1050
  • [10] Shoib RSNSBR(2018)A risk-based technique to analyze flyrock results through rock engineering system Geotech Geol Eng 28 1043-10950